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9835 SW MCKENZIE PLACE-2 i .50 • ... • 173.50 �"'''•�,..........,. g a � 3 w • • ► . . . . L / alb _ ,,.� i O ' 1A . . ... -` xX t , • ••s ••• •r • • /f \ 173. 4 ' ' CC 3 X11`` • • e • • • a �fi i ti r• PLANS 1 ti ! O �a �4T :-�a-.., , .,., ,.., ..,, . -a; 1 !. •. _ �,•� ti'� y'i". 1•,� �3 1b0 �x !i. "' ' ••.rl,r' .hv:=�a•w # ;�1:. .,a.�.� l•: i:•-w.w+u.:w.an 'uru.:tl.:.►i. .-�a:.►,uu.1 „ r° 4, i:) �• . M.- 1 '•. .JG.RAW. iJ�.MiAt/1 Y.' '1� `.."•._...._.... „_......... �1' ?l• •l) ,,.i '• _...•.. '' C, \ .. _.\6 ° <� .. ` v'j .. �,/`. 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' r the,t+ I ` '., • ""-•••• �. ' `- <" �yi , ',� r• ,/% �- r :,:' J) I I __ •tea , .r� 1)l /-,�' ' ,�'" 4 1� /0 j'alGj_ 68 ). ��\ Y ��, .0.e.. . ,�. t. A ..'•' NOTESy � "'«- .._,_�� _, ,� , ;,•,' ` � , )�' ,;f• 1 HATCH DENOTES DESIGNATED "/\ �a J 168 6' . ' PASSENGER LOADING ZONE a, r i MAX SLOPE ANY DIRECTION: 2� f ► � NI r, `, J ' / _.,,Y• ... __ __.. .. .._•� y / ` .%' 1'70 _ \ ,'" '� , r +LL f_�J`• I j� r� Ir. -. , Z �..J 1 16958 ! n \ w. `' -__ - - /f' . . -{.. - ; ` .,• / �� 169.78 p " _ r - n /./ 169.9 f 169.of - -- \ ' \ - r - e / 10 ( .1 0 Ie8 J/ 0 I % -;, : ;` •.- r �/"%'" !I !� 170.0 1 jp RETAINING WALL 1 J 21,_ 1ro`Lp 110.3 � Z ', . o Ilk,7 ; u. ''. \',r'`f` ,.�.. � `., \. \ I CONSTRUCT KEYSTONE r . RIM169.8 .1 , W GAS _ ti r .+ Z i` `',, :/ '� °' ', �, • WALL ADJACENT o I % stir % • "\* w A 1 j1 2 °N 171.72 0,170.2 . / SIDEWALK 1 .8? ° •' �� ,' �?. •. TO SI E -.. - E�W: 170.0 I �� .v (. �'S A ` ` t 'r ,f _✓'' //'J ' ,.°J � \, •�,�r� x�h %� � .• ...t+- wA.._. O r �� �J �7�� Q 70.7'�I170.9' •r j I �� !r�,. '' ,�. • � �(" ,,�,� �\ \,` ,;�, e r� '• O+ s i s 13.1 OL 4�, INSTALI. 60 LFz 0 ;' .,: / r.• � j ,;. 1' TO 3.75• HIGH 74 MODULAR WALL `� D �� a, � ��, 1 "l \`'�- e .��• ,; _,�� ;,; ��,_:, �.�,;• ��, ,. ...� 1, � � �� _._ . S IR DETAIL 1 50 Q 17, , SEE RAMP ETAIL GYMNASIUM �, , = I _•. - �� ' r THIS SHE FF 170.3 _ `'CALE: 1 =1 34c� nn N , GI'fY OF TIGs:RD o NEW BLDG �� `:,....•...w....w17!'i _ Approved•--............................... L �09 173.50 0 '�. ,. s , . : \ •- 1 i7 ` (. Q. •" -a- �nditlonelly Approved.................. 9 1_I \ '�, � ( �` 'f �� ���.. ° )r only the w rk d � ri d i o J• 1 NE gMrr NO, S �� ? REVISIONS (` .:" \\ ' '•. '4 t';' 1 ♦ �•. ��., tove Laer IQ, Ful _. ._ ' \ �• I 1,r\ 1�..tj1 ' '`'J �``\ 1 ,i I /I .\ �� °� ` r tt �1 -3 o � . ..., .1- 3. 4 PF IC SCA `'re ��11 .0-1- A sr \ �.,' x; / �, K , �P r Ti 4.-� = _ RAMP DETAIL = �' w ' M o °�° ♦ ao o so go 7 azo SCALE: 1 0 4/11/03 PLANS CK X, 1' CURB KNOCK ' NOTE: ,,oto ` r n,�' j �� � • OUT FOR STORM I ( IN FEET ) CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION AND BACKFILL ENTRANCE i SURFACE DRAINAG LEGEND : J .! ! L inch = 30 ft. OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCT ION ETAIL THIS SHEET r , AND SHALL CONTACT WESTLAKE CONSULTANTS , 72-HOURS . 1/7,1i'ft12.x' �+ \ . ,.\1 , I, t1vJ/ ,•r °, � ,. � �1ti I I I �? i/ , ; �,•;'�. ../ _ PR I OR TO COMMENC I NG WORK, TO DETERM I NE POTEN I TAL PROBLEMS. 1 - - -' `�' I"' - - -- - .,1 ••► j 'I I F _ a'' , _ �� STANDARD GRAVEL CONSTRUCTION ENTRANCE ATTENTION: , 4 OREGON N AWREQU REQUIRES YOU TO FOLLOW RULES ADOPTED BY SET DATE: 03/05/03 O �. -'''' '' " '" "` "' "� THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FILE: 109509MG1.DWG w � �, .� �.; ��� ,,'� ,�' •�( ;; � �,: �; ;� ;' «+ j� °', � FORTH I N OAR 952-00 I -0010 THROUGH OAR 952-001-0090. YOU MAY 00 10+20 �. 1•D+80 11 -4f ; 12+ 1J 12+60 X13 20 13 -80 + 15+0O; w�" ''"'" JOB: 1095- 009 ,,Q �' I --� STANDARD INLET PROTECTION OBTAIN COPIES OF THESE RULES BY CALLING THE CENTER. (NOTE: THE i - --}--- -i _� , I - - I ;i ------ r t;t -- I -. I ,7 7. _. I r 1 1 CL��,`I ,h ,� n N TELEPHONE NUMBER FOR THE OREGON UTILITY NOT I F I CAT I(�IMckeE e oFR9835� DWN: CNH CHK: KAS S W MCK �NZIE, 1 S T R 1- '� ui (�' 1 1 �' Ih Sl i 2003 0000Ej(503) 232 I987).^ �•1 1 i >,1 x 4 xar,;„', .+r , } F b r"':-;�' + a. i' ..t k urs i Foy 1(i. ., .�0�.�0- SILT FENCE UTILITY STATEMENT , of ,z �,� > `` y I: ��v •.• 1 THE UNDERGROUND UTILITIES SHOWN ARE PER FIELD MARKINGS AND RECORD '?� , { • NQS: DRAWINGS PROVIDED BY THE RESPECTIVE UTILITY AGENCIES. LOCATION OF NON-OBSERVABLE AND/OR UNDERGROUND UTILITIES ARE SHOWN FOR SEE TREE MITIGATION PLAN (BY ARCHITECT) INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. FOR REMOVAL OF EXISTING TREES. Plotted on A �r 23 2003 - 3:44pm PERMIT SET ClOF SHEETS Xrefs: 109509 M 09509XT x-gym kelly bldg . ,.,,..., _,_; ..,. e- .. .,_ y .... .,.,._ y ur..,.,1,,'•rtr-rt•r<rwr'^,.w* rrw�t+w'C!M�+w»Y7i,�F . , .:. ... ,rs.,. , ... • .i��r.:.riiwr«-:"' ....••••,-•,.•»....__.. ..._._._.. .«-.._ -..,. _.. ,,.....-._ .,,....,...,••,.. , .....,.-.+.•, - ...nrw,. ,.., .. Il l 1 I I - �---I 1 I I Jill {I IMAGE IS NOT AS CLEAR AS THIS NOTICE, II III �III I III�1111 1 11 ' I�I �III III IIII �III�III III IIII�I �I III Ili IIII�III IIII IIrI�III�I I IIII- II--I I 101NvTICE: IF THE PRINT OR TYPE ON ANY III -III IIIiIIlII lIIIII-II -V-I1II I m a� ( 0L ,r,•...�... w,:.. IT IS DUE TO THE QUALITY OF THE N1,3e ORIGINAL DOCUMENT f �E 611Z 8Z LZ 9L Z 6Z EZ Z tZ OZ 8t I St Gl 9t 14t fii Et tit tt I �t I a 8IG 8 9 t1i £ tl11 IIIIIIIIIIIIIIIIllllllil11111111 IllllllllllIIII . illlilll llLllilLl Lll hilitllJ ►� IIIIINII • • • 9 v ( f • i • • • • • ' • J f • i f • • \ WATER UNE CONSTRUCTION NOTES ``' z 0 Cl a � � o cv � )w w M Q r AN ESTIMATED 12 PERCEN T OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO CORE MANHOLE 2�t ABOVE `' ,� o Q Q w BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE: A T•P`A' MTY OF TIGARD 161 EXISTING IE AND CHANNEL, CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION OF ALL., � `° PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL* ON CONSTRU�;TIC�N PLANS. 16, ` `" .- , NO INSIDE DROP UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION IE IN=156.76 AND SHALL PROV I DE WESTI.AKE CONSULTANTS INC. 72-HOURS I THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW'STAMPED APPROVED PLANS ON THE " , A N -` t,;5 NOTICE OF ANY POTENTIAL CONFLICTS. CONSTRUCTION : ••. "r " ., .,. REQUIRED FOR L NE LATERAL UENGINEERIN ILDING INSPECTION C i t, N ON SITE AT ALL TIMES. + '� r.' . 1''.:� . _r ',� �..",, :� r �;. TIO _ tsa INSPECTION REQUIRED FOR TAP ,�: .�_ � •�;' ;\ 1 � a .'-, - _• / C4 ,n+n _._ GA`a .._.. "_.. C;A a _.. _ .` _._. .._._ GA;i (�Atir.._ ;,r-.- .._.. ��-�.�:�A�� f•;1 -_M_ -. ,/ .. _ _.. �^ to CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS WITHIN NEW -- - - - GA., .,yM::::_. S�h.a (�A_:, TT NT I ON. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED o0 SUBDIVISIONS. t�'�, I r r"'�'�" BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET 1 1 _- E v IST-M++--- ' f FORTH I N OAR 952--001 -0010 THROUGH OAR 952-001-0090. YOU MAY °mom NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO EDGE OF PAVEMENT "13EM0-ERIS If - `-_" SCHEDULE A PRE-CONSTRUCTION MEETING. TELEPHONE 639-4171. �� AND CONSTRUCT CWS AREA DRAIN TYPE 11 RIM 16.5.9 ':r j OBTAIN COPIES OF THESE RULES BY CALLING THE CENTER. (NOTE: 'THE a 4 VERIFY DEPTH OF EX WATER PRIOR TO _ c.� FLOW ,TF,IR• GH CATCH BASIN IL OUT NW - 154.7 TELEPHONE NUMBER FOR THE OREGON UT!L I TY NOT I F I CATION CENTER I S o SEWER CONSTRUCTION ��/ _ �� - w ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) . I'�:• • r1.- -_ �, ._'_... -r _ ,��. _-_r'I t�il1 , r�..4 1 !� ; 7.^ - -�� AI (503) 232 1987). STANDARDS. OUTFALL - 1 sem• t►�'» r �� .27- 1fi� _.. -• ._... � t 7 'ilJ� s�;' �,.�^ ?. ,.v y-YG�,d +f ,-'•• 1 ...Y.w.w,.«:w.i.,�q: .s ��: :a,'•. ".-4,,' ,� t IE=161 ,, t ..:. ._:.. : � ALL WORK WILL BE INSPECTED AND APPROVED ijY TPW, WATER DIVISION. - - UT I L I TY STATEMENT Co ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE _ + 1 I _ -____...�O p REMOVE AND REPLACE ACC THE UNDERGROUND UTILITIES SHOWN ARE PER FIELD MARKINGS AND RECORD ,;•'1 1 1� r�• �'`'''� � � �\, -•r•-� • . AS NECESSARY FOR SANITARY DRAWINGS PROVIDED BY THE RESPECTIVE UTILITY AGENCIES. LOCATION OF AND MADE IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL I`'� I I SEWER CONSTRUCTION Q rsts ( NON-OBSERVABLE AND/OR UNDERGROUND UTILITIES ARE SHOWN FOR W FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHF RWISE SPECIFIED. BIO-SWALE I I I 1 L = 110 LF INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL S - 0.�% MIN. DITCH fOFIL 11II I SHALL BE 3/4'-0" GRAVEL. (SEE NOTES FOR SEE PROFILE / ALTERNATE DETENTION) THIS SHEET ( +�t ` ( I N ' GENERAL CONSTRUCTION NOTES o r� rr I I I 1 0 � ALL VALVE 3/4 OPERATING NUTS SHALL BE WITHIN 36 OF FINISHED GRADE, OTHERWISE ' I �` �-,_ ` " � ... .� o Q :• . ,,�_., / '?� a� w,. "'* o I r=,- 1. THE CONTRACTOR SHALT_ VERIFY THE EXACT LOCATION OF ALL. EXISTING UTILITIES, PROTECT UTILITIES TO �� VALVA_ OPERATING NUT EXTENSIONS WILL BE REQUIRED. �`'�, ( I `"ter'- ,-- u 1, ►_- ��.'' p� ti r,. REMAIN AND REPAIR CONTRACTOR CAUSED DAMAGE ACCORDING TO LOCAL STANDARDS AND AT THE F. H 4 ( ( r - U, fib .- _...,.,..•• ,...._..'t'' , � :.;.� � O� 1 CONTRACTOR'S EXPENSE. POURED CONCRETE E THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING � f f I U .� ,> v SURFACE ARE REQUIRED AT EACH TEE, CROSS, AND BEND LOCATIONS (SEE DETAILS FOR "*-" I I \ FL Y57.7,� a � "r.. ''`�: !^ -166 U 2. ALL DIMENSIONS ARE TO BACK OF CURB, BUILDING FACE AND PROPERTY LINES UNLESS OTHERWISE NOTED, z pr ppqq MINIMUM BEARING AREAS i f `/ `. �� C r `', �' : ` SPOT ELEVATIONS ARE TOP OF PAVING SLAB (GUTTER) UNLESS OTHERWISE NOTED. PROPOSED CONTOURS O W o 0 ) � to c�M�O REPRESENT FINISH GRADE AND/OR TOP OF PAVING SLAB. U �. rn SEE ARCHITECTURAL c� " 1 PLANS FOR CIRCULATION 3. VERIFY WATER AND SEWER SERVICE LOCATIONS AT BUILDING AND SIZES WITH MECHANICAL DRAWINGS. Chi A 4" X 4" X 8'-0" PAINTED BLUE SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH �_ (`�a I r `• �l _ WATER SERVICE LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 12 STORM DRAIN � ,� ''.,� _.-' b� } �' I `�Y- _. �.`' o ROUTE DETAILS. � `��► �'" 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2" IPT TEE AND 2" IPT X 110 PVC ASTM 03034 «����„�„,.• I I � !," �y �� "` \� CJ .'. I -� �,5' 4. IN THE EVENT OF ANY DISCREPANCIES AND/OR ERRORS FOUND IN THE DRAWINGS OR IF PROBLEMS ARE L-225 LF , 5-0.596 MIN. - ® / d COMPRESSION I ITTlNG AS MANUFACTURED BY MUELLER COMPANY. �� � ' .::f �/ i _ ENCOUNTERED DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH .. :� ` ` ! WORK. FIR HYDRANT ASSEMBLY " " A SEMBL CONSISTS OF A MJ X 6 FLG. (FLANGE) TEE, 6 FLG. X MJ GATE ., c� a �.:.: ••�• -•'•. -•. caK 5. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL FEES, VALVE, 6".� MJ X MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, T� A-442, 6 MJ, 5-1/4" MVO, 3-PORT 2-2t% NST HOSE CONNECTION, 1-4 NSI �" >" `! (+!. 1�,1 = "; 6. ALL DAMAGE TO EXISTING PAVEMENT OR STRUCTURES TO REMAIN RESULTING FROM NEW CONSTRUCTION / ( _, . _......-. -''f C^ I � Q ! "('`�� SHALL BE REPLACED BY LIKE MATERIALS AT THE CONTRACTOR'S EXPENSE. PUMPER), 1 PENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED _- J _. I I u, �) �^ r r if f -� x EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION ., > • �--�'� •� � '. �• � -' -.,. ! 1 " '�� o _,_._..._... •161a '-' I I ' Q 1 ��}0 7. FOR WATER AND SEWER UNDER PROPOSED PAVING, PROPOSED STRUCTURES AND WITHIN 5 FEET OF O a 4 J. I -�. --" DENSITY. STRUCTURES CLASS B (GRANULAR) BEDDING AND BACKFILL SHALL BE USED COMPACTED TO 95% STANDARD J 0 EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 ! ^ . F--� CUBIC YARDS OF CRUSHED 2" - 3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF �,......„ . : i U� THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. ^' ' `' �• � - "' tRg --_ ._.__.._..---.._..__._.�� 8. FOR WATER AND SEWER IN ALL OTHER AREAS CLASS A NATIVE MATERIAL BACKFILL MAY BE USED WITH ! ti., GRANULAR BEDDING. BACKFILL SHOULD BE WELL COMPACTED IN 6" LIFTS AROUND THE SIDES AND ABOVE THE N /'� ' v,/ PIPE TO 90% STANDARD DENSITY. BACKFILL MATERIALS SHALL BE FREE OF LUMPS, CLODS. BOULDERS, FROZEN ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER "'::'" J� FL 159.76' °'r ~ s �� . ' �r3 ''t` CO -�`-���r, MATTER AND DEBRIS. MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6 THICK FOR A DISTANCE �, "' ��� .•�' u', �,� OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY • - ~ '.., _-1. -� ' �` ° - - ;;. """- " , 9. ELECTRICAL, TELEPHONE, GAS AND TV SERVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE J-a-_ MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18 OF SEPARATION BELOW __ � �� , 16E3' •" ' ;:•- o I " -' ~r APPROPRIATE UTILITY COMPANY. THE WATER LINE. J � f� s'�!N_ �� N I _ ,. "'�' e 10. CONTRACTOR TO CONTACT CITY OF TIGARD 48 HRS PRIOR TO TAP IN ORDER TO COORDINATE FOR WORK IN m _ ,- THE ROW. PRIVATE MAIN TO BE TESTED PRIOR TO CONNECTION TO MAIN. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL w BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH 3 11, F ►� W MIEN CONNECTING TO EXISTING MANHOLE CONTRACTOR SHALL SAWCUT OR CORE DRILL THE WALL OF THE A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE / '� - ._... % - ,�' arW J �` MANHOLE. I �, .. 170 U a STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSL J �'j"' t rn >' ,- _ - I to Q _""-'1. 12, PVC PIPE CONNECTION SHALL BE PRIMED USING SOLVENT CEMENT AND CLEAN SAND APPLICATION. CONTRACTOR STANDARD STORM r. , o r_ _.� SHALL USE NON-SHRINK GROUT AROUND PIPE AT CONNECTION TO EXISTING MANHOLE. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO �- DRAIN MANHOLE "' 'r---�7 _ <..:'. ` 00 EXISTING MAINS SHALL BE CLL'ANED AND FLUSHED WITH POTABLE WATER PRIOR TO IE OUT = 162.40 , SN PROTECT EXIST Q _ `- 13. THE CONTRACTOR SHALL BREAK OUT THE EXISTING GROUTING IN THE MANHOLE BASE AND REGROUT TO PROVIDE DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. `>- �.. CULVERT IN N - "-�-�' -F "- � IE IN = 162.50 y �� `�-•-,...� .. ••�.,..,�^•--.. � SMOOT FLOW INTO AND THRs!IGH THE EXISTING MANHOLE. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE RIM=168.20 ,.,., PLACE'i �, CLEANOUT " ~"-�`-- �"' -• '4- ^.. "� HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF " m _ 10 STdRM DRAIN FLOW= DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER '� D3034\% �"- PVC ASTM � 1 -FL 161.37 ' SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS PER LITER). '" " \ �' L=72 LF , S=O.S ," ,f CO l THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING ACALCIUM/SODIUM '" , °` 8"'STORM DRAIN I 1 +� NOTES: HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED PER LITER ADDED att�. IE 162.86 X ; ; "! t: " - PVC ASTM D3034 " RATE WHILE FRESH POTABLE WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO . '` '�'ti "-' �'� ' 'S�;•' � 8 STORM DRAIN Y - L=73 LF, S=0.5% MIN. FIRE THAT THE CHLORINE(WATER SOLUTION IS OF THE SPECIFIED STRENGTH. y ' ' '! '' PVC ASTM 83034 HYDRANT ATTENTION GAS AND ELECTRICAL CONTRACTORS: ^ TREATED ,� }• : ^' CO ��` - - -�-- 59.93 LF of 6" PVC ! (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL \ :` r- t : L-170 LF, S-0.5% MIN. - Q. CONTRACTORS TO COORDINATE WITH APPROPRIATE FRANCHISE NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF \ \ :' �' t � SANITARY SEWER ®2.Oi° ;.F `" i • / '' ,�,- `� UTILITY FOR FINAL LOCATION. THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF A LEAST `� `� + ` CO Ny, ". ` ' FL 162.57 000, 1 / 3 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL ` >-�,: ',.r??, . `!� ,.�.'ti,: . '' \ 58.41' .� a ALTERNATE TO REPLACE UNDERGROUND DETENTION: I ' .R COR. ' o THE WATER THROUGHOUT THE P,PELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO / r� r- ENLARGE WATER QUALITY SWALE (SHOWN) TO ACCOMMODATE ' r,4' , '' AREA DRAIN I THE PERMANENT SOURCE OF SUPPLY. RIM=169.5 / CO ® i''� 6" D.I.P. FIRE LIN DETENTION, APPROXIMATELY 2 FT. DEEP X 3 1 2 FT. WIDE, FLOW CONTROL / / MANHOLE / IE OUT=166,8 CO W/45' BEND AND rn H FLOW CONTROL OUTLET STRUCTURE. DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW �' / �11 1 4' BEND M I SEE DETAIL / M �-,• DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER ' 10" STORM DRAIN 1 �'- '_•�- FL OUT = 163.22 - / 1 i SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS PVC ASTM 03034 W } MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, FL IN = 163.32 ® , Tw: UN`ti_` T /� L=72 LF, S=0.5% RIM=171.70 t r. THERE WILL BE ANOTHER 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. I,� - �.�,� �' / t.•r I d BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. (2) 3G" RCP DETENTION PIPES (PARALLEL) , I / I'- �•, . AREA DRAIN ( , L = 100 LF CENTER ROW ` RIM = 169.58 RIM=169.6 ',i ` ♦ / / i �rf� PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, _ ( ) ` AREA DRAIN IE OUT=166.9 ; r ° MO 63102. THE SAMPLING STATION SHALL BE 2 -0 BURY WITH A 3 4 S = 0.019' MIN. ROW} (��. �" (�•) AREA DRAIN �' } �'; ` %/ •• .� ,� " 281 LF OF 6 / r ST. LOUIS, �� � / ° ,M1 , °�< . � DIP FIRE LINE ��- FIPT(FEMALE IRON PIPE THREAD) INLET, AND A 3/4 UNTHREADED HOSE NOZZLE. ALL. 168 % ( �i SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE NON-REMOVABLE (SEE NOTES FOR ;,y RIM=170.0 ® / 'j� ` ` / 1 ' __.I w ALTERNATE DETENTION) " ' IE OUT=167.5 8" STORM DRAIN / ALUMINUM-CAST HOUSING. WHEN OPENED, "THE SAMPLING STATION SHALL REQUIRE NO ' .-� I / 1 AREA DRAIN 1 I '"; �- KEY FOR OPERATION AND THE WATER WILL. FLOW IN AN ALL-BRASS WATERWAY. ALL PVC ASTM 03034 ` ♦ / / 1 1 STORM MANHOLE ---RIM = 170.20 �' ' CO FF 170.3 L=40 LF S=0.5% MIN. / I' WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NOS' ' �.►'' \ FL OUT = 163.42 r ° f ✓% 1 FINISH GRADE a DIGGING. A COPPER VENT TUBE STANDARD WILL ENAP'-E HE SAMPLING STATION TO BE 1 i� ,'' .,�-., ` �i.-.r' AREA DRAIN // 1 r 1 _ (STANDARD) „y FL IN = 163.52 _--'`RIM = 173.1 J - CONSTRUCT KEYSTONE "` O // 1 / L. 164 END OF SWALE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING; ;.ND TO MINIMIZE BACTERIA RIM=172.00 282 LF OF 6" D.I. °""""�"�T WALL ADJACENT + // f "' 1 I 1 1 ORIGINAL I GROWTH. THE EXTERIOR PIPING WILL BE BRASS, AND A / BALL VALVE SHALL BE 1; 1 ( GROUND y PROVIDED IN PLACE OF THE X" PET COCK ON THE VENT PIPE. ' i �� ® FIRE LINE , 1 TO SIDEWALK / I ! Mckenzie -0 06 -''' '� ` CAUTION: INSTALL • SIT2003 00006 tPt P ; 1 EXISTING 2 of 12 f I FL = 163.78 6 STORM DRAIN I 1 + '� r -WATER LINES r 1 DITCH TPW WILL INSTALL ALL COPPER SERVICES AND SAMPLING STATIONS PRIOR TO SURFACING OF �. RIM = 169.8 PVC ASTM 03034 1 STREETS. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND �, "�� • 6" STORM DRAIN S .5% MIN. // c.� OUTSIDE WALL FOOTER 1 . 1 � � " t6o .... ..._ . ._. REVISIONS PAYMENT BY OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION ' �`, ,` PVC ASTM 03034 " ® 182 LF OF 2 COPPER �, r`'� OF t2 DIP SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE - `t \ %�'"�M"" > \ ( �7 `T �� o s-o.0 5 S = 0.5% MIN. CO / DOMESTIC WATERLINE 1�+ 1 x MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY '"�• `\ ' � °'�, / 2" DOUBLE CHECK SIDE OF THE WATER METER. IN ADDITION EVERY E F I - /�. °°" �" CONNECT TO p �. - -� E METER OR COMMERCIAL, MULTI FAMILY, \ 1"!3 \ r, �f'-'-~""""•-"'° / ROOF DRAIN �// 1 VALVE ASSEMBLY FOR INDUSTRIAL, AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER `^ �' �1 (` "' '.' I wo' 4/11/03 PUNS CK �' /r 1 DOMESTIC WATER SERVICE I- I I S OREGON STATE APPROVED BACKFLOW PREVENTION L�_VICE MINIMUM OF A DCVA INSTALLED °'� �" ICAC `l ) zf- '" \� �` AREA DRAIN .i' °�a� 2" SEL�VI ' ' AND 2" WATER METER 1 1561 6Q L `f. ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL_ BE �, FL OUT = 168.10 / 1 r �yc a%''` - • �+ rte,' � 'n 'h v INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO TPW WATER �,' t - - _ .� ' RIM - 173.10 1 f �,.,, �.;,1c; ..-..__._... c;! ! 3 � :n . DIVISION, BEFORE WATER SERVICES CAN BEGIN. I I I J � '^ __- � � _ I 1 q -�4 0 -6"X TAPPED , 5-1-00 m°0 6� Will N' 'It I�., 11 n _ -.i - -- -- _ ..r _...' i.., TEE T• r? ':1, UPON COMPL_EIION OF INSTALLATION OF THE WATER 5YSTLrv1, THE CONTRACTOR OR OWNER I(,.. �.. 11'I "' I1f..u._. I °M' t _ j/E.H. �H .` „�'•` - F-` ---�- "'�� I�i�° Z = J "..";'T"^d•,,• •r r r, F r, (r. l.1 ,.'Pp�.y:y , ,,T . ..'1..--- ..er: ^:e•�' .,, � ..... . , .,,. ..• Y., , _ SHALL ADV{aE TPW OF THE TOTAL 1 : ...., . ', •,. ; ' r :�,,,. r = A CONSTRUCTION (,OSIS TO WHICH WILL BE ADDED 10% FOR �,r y • ''s '� f' , '';" I' -a, h I L�,• -• «/c. S:lM a0•• ih!'a..�v�t:ieih+K,*.si'.MmweslY t�csa.......i;sr�•,M1mi.uoY•..•,.: Ni�w. •�MYt. se ..ri- wwu.�.lai�ln�•4.44ar- •.ro" ' «ww+ .-,n."4 k r tJ2 r a �.t` .•: 1 .+p� •A.,. xlk a�e'JiitW i'' i rsss6c�•18h. a,. , i. , . .nS.,,.G.. ..,.:n., r.t.l.> �.o-,ti a:•.a,.:, u..., a:..«. II'I'� Ll.) CLE TPW INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLING, ETC. AND 2% FOR � � Sy`' -�'.,I��-� � •- -- x INTERSECTION MAPS, ETC. I +60 ""m 13+20 13+80 _ _ HECK 14+4 15+00 GAS TAP LOCATION to ENGINEERING REVIEW, INCLUDING "AS-BUILTS DRAWINGS, UPDATING MASTER MAP, 6 .),tv & ` S -r-- DATUM 6L6'V -- + 12+00 17 DOUG E C - �.-•.-.- SET DATE: 03 05 03 VALV ASSEMBLY SERVICE AND METER lso.00 STA: 14+10.28 BY UTILITY CO. dot" cy I �"`�� FILE: 109509MU1.DWG rn .^. ._ .• EXTG 6 WATER MAIN �� „...,. . .,, > . 'k ..,,4�,�„ .-. ., r*. _. v .. y ,. :,. : 59 L �'' -Rh MOVE AND REPLACE ACC _. ry N �o M JOB: 1095-009 r7x OFFSET. 12. o �Y , I• 00 ` ` f;,�r ;f.l .r�. K: , <. . �,t'.. ,x r. >i pr>' •�,.►Y►t" '' AS NECESSARY FOR WATER N� �� , , ".. ',d ,� :,.._� p�s,.; =r'» 1.x., :1: yt � , LINE CONSTRUCTION CNH o ,.;� 1..1� ' . �.,.<..�.-.�., a DWN: CNI<: KAS -CUT IN 6 MJXFLG TEE N W 6" FL.GXMJ GV o+oo c�.F�o am PRECONSTRUCTION MEETING REQUIRED GRAPHIC SCALA RESTRAIN ALL JOINTS a PRIOR TO WA TEF CONSTRUCTION. 30 o 15 30 so 120 �. `ao CONTACT' RICH SATTLER 503.639.4'171 - SCALE: 1"=20' SCALE: 1"=4' VERB r IN FRET ) �X ' Inch °° it• � PERMIT SET C20F SHEETS , .__... ,._.. _.._...�...._ ,ri�Nesellrbillll�lll�,Iq,r'•r• - IIIIIIIIIIIIIIII " IIIIIIIIIIIIIIIIIIIIIillllllilllllllllllllllllllllll ' IIIIIIIIIIIII � IIIIIIIIIIIII ' I NOTICE; IF THE PRINT OR TYPE ON ANY III I I III I I � I I I I I III III III I I � III I � I l I ( I I I � I III III I , III III I (�L�. IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 1 I I 4 I J I 6 10 11 I 12 _�____i IT IS DUE TO THE QUALITY OF THE _ = ORIGINAL DOCUMENT ( p�g 81Z A1Z L Z No 36 91ZILL i��, t~ Z I 1 l IIII IIIIIiIII IIIIIIiII 1111111 IIIIIIIIIII IIIIIIIIIilli illlIIII Illl IIIIIIIII IIII IIII IIIIIII(I IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIiil�llllilllll VIII r IIIIIIIIIIIIIIIIIIIIJIilllli�lll� I I 1 Il► Illll VIII►11111Wlllllll�l�l 1-! � ' lW I I I I I I I.I I I I I I 11111111tll11J1111.1.1 1� •f• • Y •i ♦ w ;1zs`. � o • • ♦ • • r i• • : •fQ �)a Q N ER05 I ON CONTROL NOOIES Y•; •,• ••• SEDIMENT FENCEg �w w oa '. w1. THE F I LTER FABR I C SHALL BE: PURCHASED I N A CONT I NUOUS ROLL CUT TO THE LENGTH 1. JUR I SD I CT I ON: ;=i'ROVEU EROSION GONTSO�. MEASURES SHALL BE TAKEN I N ACCORDANCE OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH � c Y pP WITH THE LOCAL AGENCY STANDARDS. :i• :.: :•` � � SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6- INCH OVERLAP, I • AND BOTH ENDS SECURELY FAS1 ENED 1-0 THE POST, OR OVERLAP 2"X2" POSTS AND ATTACH MAY BE USED SHORT AS SHOWN ON THE GRADING y ... Y + • • /EROSION CONTROL PLAN. TERM WITH UTILITY WORK 2. RE:SPONS I B I L j.I)� THE IMPLEMENTATION OF EROS ION/SED I MENTAT I ON CONTROL (ESC), PLANS AND WITH PHASING OF AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF ESC FACILITIES IS 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE DEVELOPMENT � cvr� THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN 'po SECURELY INTO THE GROUND A MINIMUM OF 30 I NCHF.S. pP� SS co APPROVED AND VEGETATION/LANDSCAPING ESTABLISHED. THE CONTRACTOR SHALL PROVIDE ALL P U CURB 11 MATERIAL, EQUIPMENT, AND PERSONNEL NECESSARY TO MAINTAIN SUCH EROSION PROTECTION 3. THE FILTER F�ABR I C SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL �,��so;��➢ �j ` 50 M, MEASURES. ANY DAMAGE CAUSED BY EROSION SHALL BE CORRECTED BY THE CONTRACTOR AT EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND rc���" �'° )( k.• a HIS/HER OWN EXPENSE. COMPACTED, ALONG THE ENTIRE DISTURBED AREA. 0(y CJ° ' r�� G r T 4. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8" WIDE BY 6" DEEP, > �`"'prig"'(>`o�n w 3. 6ES�1BFmE�lLS� HE ESC FAC I L I T I ES SHOWN ON THESE PLANS ARE THE M I N I MUM ADJACENT TO THE WOOD POST TO ALLOW THE F I LTER FABRIC TO BE BUR I E9. a ���`:a"cj 1),j) o 0-c' REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE. CONSTRUCTION PERIOD, THESE ,• P >u aoU��4 °J \pc`� CONCRET ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE 5. LTANDARD OR HEAVY DUTY F I LTER FABR I C FENCE SHALL HAVE A NNA�'RPjk1M I TCHED RAI)IUS s 25 MIN. a �Ic) , a► gs GUTTER fig THAT SED I MENT-LADEN WATER DOES NOT LEAVE THE SITE. LOOPS FOR 2X2 POST INSTALLATION. " o� I�, 6. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL 4 OF 2 o GRAVEL �� �F, P � 4. CLEARING AND GRADING: THE ESC FACILITIES SHOWN ON THESE PL ANS MUST BE PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA, HAS BEEN PERMANENTLY STABILIZED. QUARRY SPAWLS Q v�� p CATCH BASIN AREA S DRAIN CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A 7 SUBGRADE REINFORCEMENT a" M I NTS NTS W MANNER AS TO ENSURE THE SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR SEDIMENT FENCES SHALL BE I NSPECI ED BY CONTRACTOR IMMEDIATELY AFTER EACH GEOTEXT ILE, REQUIRED DEPTH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRSSPEC I F I CAT I ONS >" VIOLATE APPLICABLE WATER STANDARDS. SHALL BE MADE IMMEDIATELY. •20 MIN. FOR SINGLE FAMILY U � � (SEE SHEET I) AND DUPLEX RESIDENTIAL 5. ONSTRUC ION ENTRANCES: STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT 8. AT NO T I ME SHALL_ MORE THAN A TEN I NCHES (OR 1/3 HE I GHT ABOVE GROUND) OF � SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND SEDIMENT FENCE. SED I MENT SHOULD BE GRAVEL CONSTRUCT I Q,Ly,_ F INLET BARRIER •- TEMPORARY F ♦ a THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. REMOVED OR REGRADED INTO THE SLOPE, OR NEW LINES OF BARRIERS INSTALLED UPHILL OFCIO ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN SEDIMENT-LADEN BARRIERS. FOR THE DURATION OF THE PROJECT. 6. DU51-A@ATEMENT; THE: CONTRACTOR SHALL PROVIDE SITE 'WATERING AS NECESSARY TO B I 0-F I LTER BAGS REDUCE WIND EROSION OF SOIL FINES. C W co,OA 1. BIO-FILTER BAGS SHALL BE USED FOR DITCH OR SWALE PROTECTION. BIO-FILTER BAGS U0o MAY NOT BE USED FOR TEMPORARY I NLET PROTECT I ON. NOTE: STAK I NG OF BAGS D I STANCE VAR I ES BETWEEN 25'-100' to 7. LNSPECT I ON - ACT i VE S I TES: THE ESC FAC I L I T I ES SHALL BE I NSPECTED DA I LY B 1' THE MAY BE REQUIRED USING 9'. CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTION I NG. 2. BIO--FILTER BAGS SHALL BE CLEAN 100 PERCENT RECYCLED WOOD PRODUCT V (2)1"x 2" WOOD STAKES OR ` agu SIZE OF BAG SHALL BE 18X8X30 INCHES AND WEIGH APPROXIMATELY 45 POUND:, APPROVED EQUAL PER BAG. q -• d 8. 1 NSPECI l ON - IN-ACTIVE SITES: THE ESC FACILITIES ON INACTIVE SITES SHALL BE MADE OF I NCH PLAST I C MESH. I NSPECTED AND MA I NTA I NED A M I N I MUM OF ONCE EVERY TWO WEEKS OR W I TH I N 24 HOURS 3• STAKES SHALL BE TWO (2) 1 " X 2" WOODEN PEGS, OR APPROVED EQUAL, DR I VEN -� FOLLOWING A STORM EVENT. INSPECTION SHALL BE RECORDED IN A LOG. THROUGH THE BAGS AND INTO THE GROUND A MINIMUM OF 12 INCHES. T 9. SLD I MENT ACCUMULATION: AT NO T I ME SHALL MORE THAN HALF THE DEPTH OF A TRAPPED 4. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND THE BIO-FILTER !, CATCH BASIN BE ALLOWED TO ACCUMULATE SEDIMENT. DEPTH SHALL BE MEASURED FROM THE BAGS TO MORE THAN ONE THIRD THEIR HEIGHT ABOVE GROUND. SEDIMENT SHOULD BE 0 OUTLET PIPE INVERT TO THE BOTTOM OF THE CATCH BASIN. ALL CATCH BASINS & CONVEYANCE REMOVED OR REGRADED INTO THE SLOPE, OR NEW LINES OF BIO-FILTER BAGS INSTALLED O UPHILL OF SEDIMENT-LADEN BAGS. LINES SHALL BE CLEANED PRIOR 'TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH O m SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 5. BIO-FILTER BAGS MAY BE LEFT IN PLACE OR USED AS MULCH AFTER COMPLETION OF FLOW x o SITE WORK !F APPROVED BY THE JURISDICTION. - O U 10. IRANSPORTING WET MATERIAL: CONTRACTOR SHALL VERIFY THAT ALL TRUCKS ARE WELL SEALED WHEN TRANSPORTING SATURATED SOILS FROM THE SITE. WATER DRIPPAGE FROM TRUCKSPT.'A' 6" OVERLAP 0 TRANSPORTING SATURATED SOILS MUST BE REDUCED SO NO VISIBLE LEAKAGE OCCURS. TYPICAL PT.'B' I !. M - ANLINESS: MUD OR DEBRIS SHALL NOT BE SPREAD UPON ANY PUBLIC ROAD. THE LOCAL x AGENCY MAY ORDER STOPPAGE OF WORK AT ANY TIME UNTIL CORRECTIVE ACTION IS COMPLETED. NOTE: U PT. 'A' MUST BE 6" '� � 12. RQAD SURFACE CLEANUP: WATER TRUCK WASHING OF IMPERVIOUS SURFACES IS NOT ALLOWED, Q PM I N.T. �B�I GHER THAN VACUUM SWEEPER SHALL BE USED. B PLAN VIEW SECTION A-A �•+� NTS U a 13. WASH SUMP FOR CONCRETE: ALL CONCRETE TRUCKS SHALL WASHOUT IN THE SPECIFIED WASH NTS SUMP. THE SUMP SHALL BE FILLED ONCE THE DEBRIS I S DRIED AND THE WATER HAS INFILTRATED. A ,•.4 . :a . . . . . ,. . . • .. . . . . . . . , . •�. . A BLOF I LTER BAG DITCHES AND SWALES e . :a'.• . Q. . . ° 14. WET WEATHER MEASURES (OCTOBER 110 APRIL 30): SUPPLEMENTARY WET WEATHER EROSION CONTROL MEASURES SHALL BE USED. WET WEATHER EROSION CONTROL MEASURES SHALL BE PER • THE LOCAL AGENCY STANDARDS. A 15. PERMANENT VEGETATION: RE-ESTABLISH GROUND COVER PRIOR TO REMOVAL OF EROSION :. a. SEE DRAWING NO. 230 ' CONTROL MEASURES, GROUND SURFACES EXPOSED DURING CONSTRUCTION ARE TO BE SEEDED AS o.. a. .':4.' .% .a . •,, . •. o�-,•. .•.•.., • : •a••:; . .; FOR FRAME AND GRATE FOLLOWS: FILTER FABRIC MATERIAL FILTER USE STITCHED LOOPS 36" WIDE ROLLS FABRIC OVER 2"x 2" POSTS ANGLE BOTH ENDS OF FILTER FABRIC A. HYDROMULCH: HYDROMULCH SHALL BE APPLIED WITH GRASS SEED AT A RATE OF 2000 MATERIAL FENCE TO ASSURE SOIL IS TRAPPED LB./ACRE. ON SLOPES STEEPER THAN 103'a HYDF20SEFD AND MULCH SHALL BE APPLIED W I TH A BONDING AGENT (TACKIFIER). APPLICATION RATE AND METHODOLOGY TO BE PER SEED SUPPLIER B PLAN VIEW RECOMMENDATIONS. Io I :o U Q;: A ► a::•. �: •► a INTERLOCK OR o: 4 •►'.< '.::'.4: 'o:,.'i :V:... d.:::'.4: '�:,;i V:... y I N I 2"x 2" POSTS cr r' Q: ..; •Q.°•• •Os.: I !6 �� „ / � AND ATTACH TOP VIEW MULCH AND SEED: DRY, LOOSE, WEED-FREE STRAW LISE'D AS MULCH SHALL BE APPLIED AT v e -' :: ''v v.. v. 1 NOTES NTS DOUBLE THE HYDROMULCH APPLICATION REQUIREMENT (4000 LB./ACRE). ANCHOR STRAW BY . .. :•. - = " o • ••• '�p •'•• . .•. . •�d •••. 6 MAXIMUM SPACING I. BURY BOTTOM OF FILTER LTER FABRIC 6 WORKING 114 BY HAND OR WITH EQUIPMENT (ROLLERS, CLEAT TRACKS, ETC.). MULCH SHALL BE :.' v ., .;v VERTICALLY BELOW FINISHED GRADE. w SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. FRONT VIEW SIDE VIEW 2' FENCE POSTS. INE OR STEEL U �-- •. 0 �•4'4 �• �� � 4'0 � NTS NTS 3. STITCHED LOOPS TO BE INSTALLED B. SOIL PREPARAT j_0N TOPSOIL SHOULD BE PREPARED ACCORDING TO LANDSCAPE PLANS, i;: o' •.: i::•: - ." • :• x DOWNHILL SIDE DE OF SLOPE. F AVAILABLE, OR RECOMMENDATIONS OF GRASS SEED SUPPLIER. IT IS RECOMMENDED THAT ; :a• •. ; a• •. Q4. COMPACT ALL AREAS OF FILTER FABRIC SLOPES BE ROUGHENED BEFORE SEED I NG BY 'TRACK-WAL.K I NG', (DR I V I NG A CRAWL I NG TRACTOR UP ::• a' a SED I MENT FENCE TRENCH. Z AND DOWN SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO SLOPE CONTOURS o.OR >� MAX OTHER METHOD TO PROVIDE MORE STABLE SITES FOR SEEDS TO REST. '•• °v 18" I a;�•".• '•= °v MAX a:•"•' W Q C. SEED I NG: RECOMMENDED EROS I ON CONTROL GRASS SEED M I XES ARE AS FOLLOWS. o :�•;•o SIMILAR MIXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE SUBSTITUTED IF APPROVED BY .'.s: '� ` '4 0; : :; : `: '. ' a • :o'• ' :; . ' ' ': THE AGENCY HAVING JURISDICTION. SEED SHALL BE PLACED NO LATER THAN SEPTEMBER 20. = ;P:<' ••'a' 11 611 ( 1) DWARF GRASS MIX (LOW HEI GHT. LQ�Q( MAINTENANCE): 28" 27" �- CATCH BASIN GRATE DWARF PERENNIAL RYE GRASS, 80% BY WEIGHT SECTION_ A-A w;� o CREEPING RED FESCUE, 209 BY WEIGHT SEC I ON B-B APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE NOTES: m1__ f�`• ' REVISION S .• 7i r'•- 1 REBAR FOR (2) STANDARD HEIGHT GRASS MIX; AREA DRAIN CONSTRUCTION IN ACCORDANCE WITH ASTM C-47$ CATCH BASIN BAG REMOVAL ANNUAL RYE GRASS, 409 BY WE I GHT •" :;• '� TURF-TYPE FESCUE, 60% BY WEIGHT 8 OF :i/4 COMPACTED BASE MATERIAL CATCH BASIN SUSPENSION CORDS/RODS APPLICATION RATE: 100 POUND MINIMUM PER ACRE PRECAST: MINIMUM WALL_ THICKNESS TO BE 5" ',:� %`• ' " " .. 4/1103 PLATS CK REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED OVERFLOW :: 2x2 x3/4 RUBBER BLOCKS WIRE MEETING ASTM A497 'T � D. FERTILIZER; AS PER SUPPL I ERS RECOMMENDAT I ONS. DEVELOPMENT AREAS W I TH I N 50 CONCRETE - 3000 PS 1 t=' STORM EXPANSION RESTRAINT FEET OF WATER BODIES AND WETLANDS MUST USE A NON-PHOSPHORUS FERTILIZER. r'' 3` �- FILTER SACK PIPE ,;M ;;•• - rtf }_; ,�; alp FILTER SACK E. WATER IN SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH AREA DRAIN TYPE I I - :�'� ;' iz .e GRASS. SUPPLY WATER AS NEEDED ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER OR ON unified �;z:,, ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PROVIDE ADEQUATE ''" :•- j^:�' �' `=�- sir•t:':': ''; ��__.. sewers a �..- MOISTURE WITHOUT CAUSING RUNOFF. agency �,�;�• w.r_;c.�. -i;rz1_ ---- DRAWING NO. 220 -�`_- _ - ® INSERT SACK INSERT SACK SET DA FE: 03/05/03_ F. RL SEEDING; AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADEQUATE TO PREVENT FRONT VIEW SIDE VIEW FILE: 109509D3.DWG EROS I ON SHALL BE RE-SEEDED AS SOON AS SUCH AREAS ARE I DENT I F I ED, AND ALL APPROPR I ATE JOB: 1095--009 _ MEASURES TAKEN TO ESTABLISH ADEQUATE COVER. NOTE: JOB: CURB INLET MUST BE BLOCKED WHEN USING FIILTER FABRIC INLET SACKS. DWN: BM!' CHK: I�AS �- SIZE OF FILTER FABRIC INLET SACK TO BE DETERMINED BY MANUFACTURER. S I L S K N.T.S. Wke:elle ?5 il''20tJ;1-?ilOi6 3 o! PERMIT SET C30F SHEETS NOTICE- IF THE PRINT OR TYPE ON ANY I � I i � l' I � � Ill 111 III III I I III III 111 I I Ill 11 � III III III III III I I ' lll III III III III III III I VIII III III 111 1111I111 III I ' I I ! I III 1111111 III III+ IIIIIII II1 ill 111 '1 '1 yy� a� W4IMAGE: IS NOT AS CLEAR AS THIS NOTICE, L-----I I- l -I---I 16 .. - - 4[ W4_. I -_I-- I gl f I I I lU I I 11 I I 1� I I 1 _1 _____ � - ITIS DUE TO THE QUALITY OF THE No 3N ORIGINAL DOCUMENT ff �C 6iiZ Ry G)y g11Z qy �y Ry �y + Ily Oy 6�I 8I �Li 9T SIT 6T 8T yT it I T I 6 8 G 9 9 1s £ y t •uw 1: Illlllilli Illllilll�llll III�IIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII�IIII llllilllllllllllllLllIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIiT I Ill III�II III I VIII �IIIIIIIII�I �I 111 l�lllll►l�l�ll1111111�111�1 �� � � 1� � ill�lllllllllllllllllllllllllllll�llllll 1. ii II 1I111 . II 1ll1111ll1111�1111 �IIIIIIUlIIf1111�llJ.lJ.11lllUl<1►�I11��,Nlll :, • Y Y Y Y r • , o • • • • ,f , • • • NOTE: - ` �`� ._ ` o o • • * • • • • _ a_ .�� r W I ' - NO DRAINAGE BLl.1CK0UTS ON THIS PROJECT- a_ r, N EXISTING DRIVEWAY Q Y •.•i ••Y • • • MMATCH WIDTH & GRADE ` 0xQ I Wz R 3/4EDGE • • • 3 R W LINE QPc r- I„ 2% MAX SLOPE 5 __ _ VARIES / SEE NOTE 4 - �.• 6„ __ .__ DRAINAGE BLOCKOUT SLOPE PER PLAN /r \, v . \, A r ��- 3" I.D. PLASTIC + ({I�111l1111�1 SEE NOTE 3 n WATER METER ---- _ PIPE W/COUPLING - SEE co ' NOTE 3 �.o � ° ' " 16„ 5' MIN 2% SEE NOTE 2 PLAN z� � ) °0 ° 0 " SIDEWALK METER BOX 0 _L 0 �4� }\� C./C1� (,•'�1 ;� - 4 THICK CONC. SIDEWALK OR - -9'-THICK SIDEWALK WHERE TRAFFIC 4 0 Q �� . • ' » 1" UNION EACH SIDE DOUBLE CHECK - 11 6 A VALVE ASSEMBLY CONDITIONS REQUIRE (!E: GARBAGE TRJGK) �� 1 Q 0C� 6' 30' MAX 6' 10' MIN 3" CLASS "B" AC OVER �. �/ �\ \ \ \ 8 COMPACTED GRANULAR BASE. 9» PLAN /��// \///\�//\�//: //�� " " TYPICAL PAVEMENT / 51DEWALK SECTION /, �• TYPE 1 3/4 WATER METER 6 N.T.S. •U . 2% w STREET -.� .� ,J� NOTES: • s • 4° + , � - .01Cn " CRUSHED ROCK BASE 0 OdZ � 1. TRAVERSE FXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGEN » Z � � 0 2 + OF THE CURE! & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING' OF AGGREGATE (3/4 0 ) COMPACTED 2% MAX SLOPE TO A MAXIMUM OF 20 FT. SECTION A -A " " ELEVATION v w Uro X 6 10 GA MESH `-`-- v 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERI L v K SEE NOTE N0. 4 WITH A MINUMUM THICKNESS OF 1/2".. BOX SPECIFICATIONS ( ' �� • SLOPE PER PLAN v \, 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET A ART DEVICE SIZE BOX TYPE NOTES: 3/4" - 1" BROOKS #1419 SERIES OR EQUAL 1 ~- V iv - 4" THICK CONC. SIDEWALK OR WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. 1 1/2" - 2" CARSON 1419730D ERI OR EQUAL - 6 THICK SIDEWALK WHERE TRAFFIC 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 3000 PSI AFTER 28 DAYS. T� -� - CONDITIONS REQUIRE (IE: GARBAGE TRUCK) 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 F T 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2- RADIUS ALONG BACK OF CURB. � 2" ( AND MAX. OF 3 FEET FROM PROPERTY LINES. INSTALLATION SHOWN IS ONLY A SUGGESTION. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED �� 0 0 �� �-�l � � � 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 6" MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. O m 3 GLASS "Big AC OVER 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. COCKS IF BELOW GROUND INSTALLATION. 8 COMPACTED GRANULAR BASE. 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, 1 AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS TYPICAL PAVEMENT / SIL�El�1ALK SECTION TYPE 2 FOR INSTALLATION. N.T.S. _;PPEovE�er. AGUSTIN P. DUENAS NO :ALE APPROVED BY.' NO SCALE AGUSTIN APPROVED f 1 NO SCALE U ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT 13125 D.W. HALL BLVD. ATM INOWEE" STANDARD CURB D . N0. AGUSTIN P WEER S STANDARD DWG, NO. - DOUBLE CHECK � 110AR s W. HALL BLVD. CITY ENDrEFA DWG. NO. I VOICED,OI1Eo0N 97213 110ARD, oEEGDN 97723 13175 i TOA D.'�awHALL om 9B= VOICE. (9w 93•-7291 MARCH 1998 VOMI e°')OM-1171 530 w CITY of TIGARD FAX: (eoa3 ee+-7sa> 2 FAX, t<�w)@"-7z9> MARCH 1998 DRIVEWAY 1 42 vacs ( )9.t9-7n MARCH 1998 ASSEMBLY m rnmN APPROVAL DATE CITY OF TIGARD - CITY OF TIGARD FAM (Boa)e91-7197 APPROVAL DATE Om APPROVAL DC7[ �n V 1 NOTE : SEE UTILITY PLAN FOR THE EXAC LOCATION OF THE HYDRANT IN RELATION01 1 12" BEHIND SIDEWALK TO PAVEMENT - DETAIL FOR REERENCt ONLY CITY WATER DEPT STANDARDS PLUMBING CODE OR BEHIND CURB ~- --� --"' -'-- WHEN NO SIDEWALK 2•p'- FIRE HYDRANTS ONSITE TO BE , f THRUST BLOCK CITY APPROVED CONSTRUCTED TO FIRE CODE STANDARDS NON-SHRINK GROUT BACKFLOW DEVICE FLANGE COUPLING 2" OR 1 1/2" • STANDARD CAST IRON RETAINER GLAND -•---- -- ADAPTOR METER / O BREAK F 18" CAST IRON 910 FRAME AND COVE 18" LANGE PER DRAWING 160-S -STANDARn MANHOLE j MIN 3;; MIN. VALVE BOX TOP ,RADE RI 6 MAX. SIDEWALK FLOW 12 MIN ° 4" MIN. MEGA FLGXx �� FIRE DEPARTMENT \r�\�V /�. \, " FINISH GRADE \ ° •• r \ FLG OR EQUAL -- ,; CONNECTION 1 1/2'`�/�` �4" DRAIN ROC /�� \.: .. �.,. \�c / 6" OPTIONAL AT THIS /�� MIN. » TAR PAPER (MOISTUF2 'i;fik (l�� L : ' WATERTIGHT PIPE PLUG OSHA APPROVED LADDER 24 MIN LOCATION 2 FLG X CUAAPRESSION ANGLE b DUCTILE IRON PIPE 6 =, , NTH STOPS STOP FITS 1 1 NOTE: CLEAN OUT INSTALLATIONS MIN." w WITH ALUMINUM LADDER ( /2 APPLICATIONS) RESTRAIN ALL JOINTS W/ �ry ARE LIMITED TO EASEMENT VJ EXTENSION BY UTILITY7pp ` ARE LOK" OR EQUAL GASKETS �` AREAS, OR MAY BE ALLOWED VAULT MJ X TAPPED �� CONTRACTOR TO SEAL ALL 2" TEE ON A TEMPORARY BASIS �� PROVIDE ;/4"MO FOR A c \/\ IN RIGHT-OF-WAY. MINIMUM lx 8 AROUND PLAN OPENINGS IN VAULT WITH 2" TYPE "K" \//\ /' ; °°• CLEANOUT fffffff� NON SHRINK GROUT PRIOR �\ / r��'\ ` \� COPPER PIPE TO BACKFILLING \�:�j\\ ,\�\\ 6" MEGALUG RETAINER 3 MIN. 6 MAX. GLAND (EBAA IRON) r, ^ U) W cr 6" GATE VALVE _, W GROUND LINE DRAIN BLOCK TO CURB OR CONCRETE PIER . FLG. x M.J. •- :. \ D CL DAYLIGHT . COPPER BENDS FIRE LINE SIDEWALK WITH PLANTER 2•p' » •=° ' • Q \ - - 3" MIN CLEARANCE AS NEEDED �- M.J. x 6 FLG. TEE • °- ON OPENED STRIP AT CURB o MEGA FLG OR EQUAL OS&Y VALVE 2" MIPT X COMPRESSION CORP SIDEWALK (SUPPLIED BY THE CITY) rr 3 MIN. INLINE CHECK VALVE: �fi" MAX. ' BREAK FLANGE ml .7777 \, \ ��i '\/ .� REVISIONS CONTRACTOR TO INSTALL RODENT \�\ CONCRETE BALLAST 3 CU. YD. /,-RODENT SCREEN NOTE. `l \\`�/\\, •^ MIN. WHERE FLOODING OR STANDON -'•y ; 12112c- 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4" f,.• . P HIGH GROUNDWATER EXIST NOTE A ,.-..^• . r4� TYP _�,.�' MVO 3 PORT - TWO 2 1/2 PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: h- ^ -° a a ;• a °; \ ,� ( ) ­DRAIN 7O DAYLIGHT OR ,.:,..°..'•,•,:�."; �. .a .,. °a,::,:d►• -- A. OIL RESERVOIR , 4/11/03 PIANS CK - INSTALL SUMP PUMP 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO METER PUMP SPECIFICATIONS B. BRONZE ACTUATION NUT ELEVATION CONTACT CITY FOR LOCATIONS. HORIZONTAL & LEVEL. C. BRONZE SEAT RING CONCRFTE ENCASED D. WEATHER SHIELD CAP 3/4»_ BOTTOM OF WYE - 2. CITY TO PROVIDE 2" THREAD BY COM"HESSION CORPERATION STOP TO BE E. SAFETY SLEEVE COUPLING FOR PLASTIC PIPE 3/4"-0 INSTALLED BY CONTRACTOR. (CONTRACTOR TO TEST MAIN W/CORPS INSTALLED). F. THREADED NOZZLES WITH "0" RINGS 12" MIN G. NATIONAL STANDARD THREADS 24" MAX 3. CONTRACTOR TO MARK LOCATION OF CORES. WITH A 4X4 PAINTED BLUE. 2. SAFETY CHAINS TO BE REMOVED. CL FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM 3. HYDRANTS TO BE PANTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 345 BEND Ir CONCRETE PIPE n UTILITY VAULT OR *EQUAL HILCO DOOR OF DEVICE 4. CITY WILL INS FALL ALL COPPER PIPE & FITTINGS FROM MAIN TO METER LOCATION BY DISTRICT FIRE MARSHALL. SET DATE: 03/05/03 SIZE OR "EQUAL. ri 4 NATH F.D.C. WITHOUT F.D.C. � 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. STANDARD CLEAN OUT - 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. DRAWING N0. 150-SA FILE: 109509D1.DWG I 878-WA 577-WA J.-5AL 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. - 8 1167-WA 876-WA J-5AL JOB: 1095-009 __._ ' U _8 5106-LA 667-WA _ JD-SAL ® 7. VALVE BOX TO BE IN ACCORDANCE. WITH STANDARD DRAWING NO. 503 OR AS APPROVED 04 110 5108-LA 108-LA JD-SAL BY ENGINEER. DWN: CNH CHK: KAS • CITY ENGINEER APPROVED EQUAL 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. ri N ArPPovm BY: NO SCALE APPROVED BY: NO SCALE AI'M�BY CL AGUSTIN P. DUENAS l AGUSTIN P. DUENAS NO SCALE Q ENGINEERING DEPARTMENT - - DOUBLE CHGCK DETECTOR ENGINEE3ING DEPARTMENT �� �� ApUf1M1 P. OUONs 13125 S.W. HALT. BLVD. CITY ENVII DWG. NO. 13125&W. HALL BLVD. - an ENaNEER 2 & 1 -1 /2 DWG. NO. Off ENaNEr3t FIRE HYDRANT DWG. NO. f ENGINEERING DEPARTMENT C TIGARD, DRUM 97223 T1UAR9 OREOON 97213 13125 SW. HALL KVO. ASSEMBLY - 1 0 VOICE: (5003)939-+171 MARCH 1998 VALVE ASSEMBLY �mT e3o_4t71 710ARD, OREDON 97213 Mckenzie Str 9935 VaCE: 503 939-1171 CITY Of TIGARD FAX: 5oJ 991•T+97 AX: 503 9dh7297 MARCH 1998 WATER SERVICE sol 'Z 1 - ------- c of TIGARD � ) .-- 5 2 � FAM: 5033 994-7197 wwVar 1�~ 542 SIT7003-00006i 0 6 ARE APPROVAL DATE OREGON APPROVAL DATE CITY OF TIGARD rn -_ __.- � OIB!OON APPROVAL DALE °`X PERMIT SET C40F SHEETS NOTICE' IF THE PRINT OR TYPE ON ANY I I I I I I I I I I I I I I I IIIIIII V I I I ! IIIIIII ! IIII I IIIIIII IIIIIII I I I I I I I I I I I I I IIIIIII V I I I I, t I I I l I l VIII I , VIII ! IIIIIII IIIIIII III I I IIIIIII I IIII IIIIIII IIIIIII IIIIIII VIII I , a`7� 0014 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1I I I 4 I I b � ljto 1� 17 1 D T - ORIGINALS OCALITY UM NOF THE ti� - - t U z 8 T 8> G T g 3T I 6t F T - N•,,e81ZEIZF Z T I T Ol[ 6 �R G 9 9II�IIIilllll�llllllill�lllll►IIIIII I II I► II III II ' !� IIIIII�II 111111 ►I�I�Il�llllll �II Ill IIIItllfl�lll111111III11111 1 11 II IIII � II 1111 III II I �I 11 II�IIIt111111111111111 II111 II l�llllll� 1 I Il llllll1111111111111111111�1�111� i • 6 a F 0• WATER QUALITY 5WALE 5UMMARY TABLE • a l5PECIAL. CON5TRUCTION METHODS REQUIRED � � � r c �f 0 a Q • , „. ' . • . F --_ TO INSURE SPECIFICATIONS A5 LISTED 13ELOU1 ARE MET) ••• • ••• '•• •,• r•• SLOPE SHELF o'- 4 M 3 AS REQUIRED- ' o I w ... .. .. -DETAIL B J U rn Z BOTTOM WIDTH (5) 2 Ft .•. •.. .. . 0 • • . • . O . . . B B . ... .. MIM. 8' pP 1/2" X 2" SLI. EDGE FLAT BAR SIDE SLOPE Z 4 1/4' CHANNEL LENGTH 110 FT. 0 Nrti _ MANHOLE z ' I- - - 6010 1 GNANNEL SLOPE 0.556 . 26" DIA. G.I. GRATE B B CHANNEL DEPTH (0) 0MUM .13 Ft. aom G.I. OUTLET C.I. ROVIDE 4"0 - DE5IGNED rREATMENT 96 0)1 IX G.I. GOUPLIN G.O. AT TRAP I� t I DEPTH lD ) 0 �. TA,�IL _A 00 FERNGO 1056 OR T �, PARTITION LQQ ION APPROVED EQUAL SECTION A—A ♦ � G.I. 45' r3ENp--� � — �- WATER QUIALITY 5WALE 5EED XTURE 0 MANHOLE DESIGN T^ CONFORM G.I. DISGHARCxE, SEE LAND5GAPING PLAN FOR PLANTING 5GE�EDULE WITH ASTM c-478 1/2" SELF TAPPING CONC. PIPE (TYP.) `�� _ Z ANCHORS. PHILLIPS S-12 AND DRAWING NO. 010-SA [�] `9 PLAN in ONLY ONE DROP ALLOWED FOR 2"�XR1-1/2'QST STAINLESS to iY1 ri 24 - PER MANHOLE STEEL BOLT DEFLECTOR CSP111 11 H nil �n 1 5/e" C. TO C. 6" TOP501L MIXTURE - v; BANDY LOAM ...................................................... -lOq, .• F� ♦ a.� _ CLAY .............. 209 .. .' EC ION B B ...... .......................................... G0MP05TED URGANIG MATTER......... 10% PLATE DEFLECTION � 0 G.I. BAND CLAMP 24" ROUND 10 GA. OR GRATE (EXCLUDING ANIMAL WASTE) ��-� W z ��I0 MAX. A (DETAIL C} A P T!TI ON z G,I. 45' BEND ti' PLATE INTERIOR 12" O W U� U .0 4 EXTERIOR COATED � ATTACHMENT ern I.E. AB :SHOWN W/ A5PHALT PAINT NOTE: E5TABL15H VEGETATION IN WATER QUALITY ',VALE PRICK TO DISCHARGING INSPECTION � 0 ` ON PLANS s" MIN. CONCRETE rooTlNc STORM WATER THROUGH IT OR MAKE PROVISIONS TO PREVENT EROSION AND CLEANOUT 10 MAX. DIA. -� BEFORE GRA55 VEGETATION 15 Ef,TABLI5HED (STRAW MATTING, ETC) OPENING "� .4 (DETAIL C a+-4 INSTALL °5IGN5 ON BOTH BIDES OF THE WATER QUALITY 5WALE EVERY 50' 5TATING ) REMOVABLE DEFLECTION PLATE SECTiQN A A s THE FOLLOWING: "WATER QUALITY FILTER - PLEA5E LEAVE IN GRA55". (MIN. 12" WIDTH) MATERIAL: STAINLESS STEEL, — -- — ___ -- -- -- -- -- -- — — -- -- -� — ALUMINUM, OR FIBERGLASS PLATE. a DETAIL A �-�-•� NOTES: CONCRETE BASE TO CONFORM WITH ASTM C-748 FOR COMPRESSIVE STRENGTH I I J FIBERGLASS PARTITION: a x 24" PIPE TO CONFORM WITH ASTM C-76 CL 111 \�t• � ='�\/ o I I o 8" OF 3/4" COMPACTED BASE MATERIAL `/�\ •' =' p = \ TOP PARTITION TO O LYNCH ' * ' •� / / I I CUT SO THAT BOTTOM Q BE L I I YCH E3A51 I V pE I A��. GRATE TO BE FLAT BANK STEEL OR APPROVED EQUAL ��/%t= � / w� \/ • OF CUT MATCHES THE �0•r 0 `j' 0 1 1 0 INVERT OF THE r-�•-�' // / •j INCOMING PE. AREA DRAIN and //\\ ..•. ....-.• - ..... .. ................. / \ • • •Q ! I THE RADIUS OF THE 4 / .'`. .. .... ... .. .... ........... ._.'•-:':: _'::::::::: \\ CUT SHOULD MATCH C7 GRATE TYPE I /��� J�� Tj"7 �'T �7��%� -, '- 'T ° L _ -- -- - - -I ° THAT O t~ F THE PIPE. DRAWING NO. 240 ST �� '� �\ �\ \� \� \� \\ \\ \�\ roMINIMALLY ��/�/� Aj/�//�/�/ ,� • SECTION B—B COMPACTED TOP501L COMPACTS DETAIL C MIXTURE SUBCxRADE INSIDE DROP MANHO E a WATER QUALITY SWALE CROSS SECTION DRAWING NO. 070-SA �D WATER QUALITY SWALE DETAIL x � Ua LOCATE FRAME AND COVER OVER LEDGE OF AT LEAST B _7 12" IN WIDTH —� ' I CLASS "B" CLASS A — -- SEE DRAWING N0. 260 --► •� � — FOP FRAME AND GRATE A ASURFACE MOUND EXCESS NATIVE MATERIAL OVER00 •0 SPECIFIED RESTORATION AS TRENCH TO ALLOW FOR SETTLEMENT D I TC��--�, '' • MAXIMUM 27" FROM TOP OF FIRST STEP SET FRAME IN NON-SHRINK ' 'Yl, GROUT °�':; ;�►+:'= { •�•� • •• , SECTION A-A ,+.s + TO TOP OF CASTING - •:��j�:� �� NOTLS: GRADE RINGS (2",4".OR 6") •�:;•..' •_'� W SET IN NON-SHRINK GROUT ° MANHOLE FRAME ' — AND COVER I I -MANHOLE TO CONFORM WITH ASTM C-478 - .. j �J r . • . B '-ALL PIPES ENTERING OR EXITING SHALL BE WATER STANDARD ECCENTRIC , • .� o PLA TIGHT TIGHT 3 CONE ~�•UNDISTURBED . - UNDISTURBED EARTH- NATIVE EARTH Q MAX 30 - CHANNELS TO BE 3�4 VERT I CAL HEIGHT OF `� COMPACTED MATERIAL ■�.,. MIN 10 P t PE-SHOO TIT FIN SH 3/4 - 0 CRUSHED �• m ROCK-p -RAM-NECK OR KENT-SEAL TO BE USED ON ALL • � MANHOLE SECTIONS •• • • . •:, > DITCH - BOTTOM - INSIDE DROP MAXIMUM 2' FOR SANITARY AND 4' '. ` ► • ��;•; - '� -_ FOR STORM VERTICAL DISTANCE INVERT TO �° . ' •' �ti'.� •' - INVERT MANHOLE SECT ION \ ,. ,1,• 18" 21" - (VAR I ABLE 1'-4') •'• A A MAX. -MINIMUM HEIGHT OF STANDARD TO BE 5' t• ' ' . �•• a: MAX. •� ' '' '"" -SEE DRAW I NG NO. 100 MANHOLE STEPS :•�:. ,� +. t:';'••�. ' a TOP RISER — s p--- - tZ -KNOCKOUTS TO BE USED WHEN STUB OU f P I PE I S "_ ' �.;,; =•1 a'•�-•�o• v ELEV: 166.32 .� 3/4 0 CRUSHED s �::,: 1/2 PIPE O.D. • 3 OR LESS ROCK '`'• • •_' PLUS 8 PIPE ZONE .•- . .••' � " _ -GA-IE W/ 3000 P.S.I. PULL CHAIN 36" CMP A 1.1% 2•_Or „ 48"M IN, ” ogd�0,��qq,,,� o d' 8�g1J���00�!� ° CONCRETE REVISIONS - -) 6016"�-- 6.1 2'-3 3 8 e.. --- 3/4"-0 T`rs .0 0 ° 00 4) °o 0 0 —_ _ I� PIPE �. 12" MAXIMUM 1" FT. SLOPE BEDDING ° 0°0 01 o�o`b o •+ °° 0 0 ° 0 10 PVC ® 0.5% SECT I ON A—A SECTION B-B FOR CONCRETE PIPE / I M I N. FROM TOP OF o �BUo 0 0 0i- _ PIPE TO MANHOLE o°p o 00 0 0 0 0 0 og NOTES: SECTION / IE OUT=163.22 4/11/03 PLANS CK 691 DITCH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C-478 BOTTOM :-a IE IN=163.32 'D' ORIFICE=2 8" OF 3/4" COMPACTED BASE MATERIAL PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" = , UNDISTURBED SOIL. ' 1/2 PIPE O.D. PLUS 6 MIN. FOR PIPE 18 AND LARGER -- --- � � --IE [30 TTOM=160.10 DITCH INLET STRUCTURES FOR PIPE SIZES 24" OR LARGER TO BE PRIOR APPROVED 12" OF 3/4"-0 COMPACTED 8" MINIMUM CONCRETE; E PRECAST : MINIMUM WALT_ THICKNESS TO BE 5" BASE MATERIAL Q REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE Ei0 OR WELDED �"' 6 MINIMUM SECTION 8-8 WIRE MEETING ASTM A497 — f--- ,fig, SET DATE: 03-05 03 _-- FILE: 109509D2.DWG unified TRENCH BACKF I LL unified FLOW CONTROL MANHOLE JOB: 1095--009 DITCH INLET setae 8 e STANDARD MANHOLE -- - sewerage DETA I LS sewerage 60" SEDIMENTATION MANHOLE WITH CONTROL FLOW DW" CNH GJ-IK: KAS agency agency agency N DRAWING NO. 270 DRAWING NO. 010 DRAWING NO. 280 ----- O Mrkenzie Str 9835 ti 5T 2003-000OF Sof 12 -1i 0_x PERMIT SET C5 OF SHEETS .F .,,: w, . •,..,:, bw�+^+':r?�irra,arae.Y,nxaan„ w�m+��.,�, urtra.r:", '� ,• T IIl111111111111111111I1IIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ' Ililllif ( IIII ( IIIIIII ( II ( IIIIIIIIIIIIIII NOTICE: IF THE PRINT OR TYPE ON ANY I� I 111 I I � � I I II I � � IIIII III ( I III I I UU -�IMAGE IS NOT AS CLEAR AS THIS NOTICE, I_ _ _____l _ ___ __1 __ - 1_-_ _ IT !S DUE TO THE QUALITY OF THE No 38 �`•„„Ww'” ORIGINAL DOCUMENT 1—t 1- 8j2, ! GZ 19Z 9Z 6tiFZ I ,Z iZ UZ 8i St Gt 8[ 4t 61t Et9911,1i11!!III IIIIIIIIIIIIIIIIIllillll�lli��l111�11IL�Illl�llllllillllillllllllllll�ll III. II � 1 III III IINI�IIII ►I IIIIIIIi�lll � III �I�II►I�Ilil�lllll►I I �� ► � I III II �I�III (III I IIIII I►�IIIIIIII�IiII ► 11 � ►1�1111�1�11►II ��I�I I I��II►�I�.�1�11!����11►� >• si,,_, , .,.. ..,�`xt,tx:,33 iwtt.Sau i.inY� If f -a _..ova S ,.., �'•;A-. _,.,�,1i1���:: w,7rr a"«��ii�INf,9�"''de .A.kl. t I♦ V• •k • • • • V • • 6101 p Y f t- i�slTss2(_slusl�€ �+ __ �-- GENERAL: All plonk shall conform to all applicable standards of the latest edition of the American Association of TOPSOIL AND FINAL GRADES: Landscape Contractor Is to verify that the topsoil or n , to arooer ls)(1t ` iJATEfa' C�UALITY SEED ___ _ _ P OPERT�" F1E�� fJilrselymcn Standards A.N.`.i.l. IfiO l - 1973 Meet or exceed filo reycdahons and laws of Federal, Slate, and County {ilk lrJ AS PER SPECS c,, ^'■ A7D --- - regulations, regarding the inspection of plant materials, certified us free from hozardouc Insect:., disease, and noxious ,f) --• - � weeds, and certified fit for so'e in Oregon. I-une :;cope Conti attar Is fa supply and plar.R 12 of topsa!I nl planting beds and fi in Iriwn areas if topsoil on sitr: is nut n e • .",.v----..._- ,4 0 T V.iconducive • • • • �� 1 - rt( . to proper plant otherwise notified by General Contractor Landscape Contractor is to submit -w • • :�' The apparent silence of the apec,ficotions and Pions os to any detail, or the apparent orniss,on frorn them of a detailed samples of the imported soil and/or soil amendments to the Landscape Architect The topsoil shall be o sandy loam, free a e) _• •• ( -•�� - . -�. desciption concerning any point, shall be regarded as meaning that only the best agllerul or ca floe Is to prevoi, Gold that of all weeds and debris inirnical to lawn or plant growth �0, w 0 r '�-"-�,. - - � z• QWy_lriaWiW_ons_w�2(kmorlsfun cif f,rsl.silitly aT r___R to j2C used. All inte,pretations of these Specifications shall be made upon (tie basis above stated. l_ondscopiny sholl include finist er'- grades and even distribution of topsoil to meet planting requirements Grades and slopes shall be as indicuted Planting bed grades shall he approximately 3 inches below adjacent walks, paving, finished PERFORMANCE QUALITY ASSURANPE: Use adequate ntirnbers of skdleu workmen who ore thoroughly trained and experienced gradelifies, etc , to allow for bark application Finish grading shall remove all depressions or low areas to provide positive - --- J \ zy PC m file necessary horticultural prceticea and who are completely tamihnr with t',e specified regwremeiits and methods drainage throughout the area O needed for the proper performance of the work of this section. I _ _ HERBICIDES: Prior to sail preparation, all areas showing any undesirable Weed or grass growth shall be treated with - 13-SD Londscupe Contractor is to verify existing conditions prior to bidding. Round-up in strict accordance with the manufacturer's instructions N > AIS NOTIFICATION: Give Landscape Architect minimum of 2 days advance notice of tunes for Inspections. Inspections at SOIL PREPARATION- Work all areas by rcitotilliny to o minimum depth of 8 inches Remove all stones (over t I/Z" size, Q_ growing site does not preclude Landscape Architect's right of rejection of deficient moteriols at project site Each plant sticks, mortar, large chimps of vegetation, roots, debris, or extraneous matter turned up in working Soil '.hall be of a V) ( `) fading to meet the above mentioned "Standards" or otherwise fading to meet the specified requirements as set forth shall homogeneous fine texture Level, 3r000th and lightly compact area to plus or minus 10 of required grades 11,_ c E=XIST, BASEBALL be rejected and removed immediately from the premises by the Contractor and at his expense, and replaced with ! /� satisfactory plants or trees conforming to the specified requirements. Final location of all material sholl be approved by PLANTING HOLE: Lay out all plant locations and excavate all soils from planting holes to 2 1/2 times the riot boll or u i „ GY the l_ondscope Architect or Owner's Representative root system Width. Loosen sad inside bottom of plant hole Dispose of any subsoil" or debris from excuva ,on. Check I (� drainage of planting hole with water, and adjust any area s: owing druinuge problems. (� // ✓ SUBSTITUTIONS: Only as approved by the Landscape Architect or the Owner's Representative "'" ""• r SOIL MIX; Prepare sod ,nix in each planting hole by mixing. O � al GUARANTEE AND REPLACEMENT: All plant material shall be guaranteed from final acceptance for one full growing season 2 port native topsoil (no subsoil) C) or one year, whichever ,s longer During this period the Contractor shall replace any plant material that is not ,n good 1 part Mushroom compost, Garden Compost, a, as approved U a' condition and producing rrew growth (except That material damaged by severe weather conditions, due to Owner's negligence, normally unforeseen peculiarities of the plan tiny site, or last. due to vandolisrn}. Guarantee to replace, of no Thoroughl; mix in planting hole and odd fertilizers of the following rates - ��; cost to Owner, unocceplaale plant materials with plonts of some variety, age, size and quality as plant originally specified Small shrubs 1;'8 Ili / plant Shrubs 1/3 to 1/2 Ib / plant Trees 1/3 to I Ib./ plant Conditions of guarantee on replacement plant shall be some as far, original plant PLANT l. r� � FERTILIZER: f or trees and shrubs use Commercial Fertilizer "A" Inorganic (5-4-3) with micro-nutrients and 509E slow (� _— =-� I andsc:ape Contractor shall keel) on site fol• Owner'S Representatives Inspection, all receipts for sail amendment and topsoil releasing nitrogen far flrlP, FiRP.d lawn arRa6 use (,OmrnPrc'al Fertilizer "B" (8,16-8) With micro-nutrients and 50% 0. # Sri• I ATJN NAM( / Coirnnon Name `ilZf f'Ai_INr; (L) T _ - deliveries. slaw-releasing nitrogen l'Ur 1aWri rnGltllenariCe use (.OrtlmerCla) FRrIIIIZef "G' (25-'J--1D--2) DO NOT apply fertilizer to Water Quality Swale O f GROUNDCOVER k:XI�2, PROTECT101I-•Protect existing roads, sidewalks, and curbs, landscaping, and other features remaininq as filial work Verify < a �6 AUU I,RC105TAPtfYLQS 11VA-IIRSI "MASS." 1 soli 3' o.c. jv1�p Ag klcottoll of underground utilities prior to doing work. Repair and make good any dornage to service lines, existing features, PLANTING TREES AND SHRUBS: Plant upright and face to give best appearance or relationship to adjacent plants and kiassucliuselts Kinnikinnick # rlc. caused by landscaping installation. structures Plo(-e G" minimum, lightly compacted layer of prepared planting sail under root system Loosen and remove U 40 [FG 1l1UNYMl15 fUR1l1NE.1 "GRACILIS" I yul. 3' O.C. twine binding omi burlap from top one-half of root bolls Cut off cleanly all broken or frayed roots, and spread roots v I LJO itis wine ORIUper E:uanyrr,us PLIANT QUALITY ASSURANCE-Deliver direct from nurser Maintain and protect roots of tont material From dr in or other Y P P ,' q Gut. ,tagger Plants in rows. Backfill planting hole with sod rnix while working each layer to eliminate voids O a 1 (i0 I_HH I A chis WUI JI ANGIJ aT. "NIDCOTL HLtJk" I sol. 18" o.c, po rsible injury. Store plants ,n shade avid protect them frorn weather immediately upon delivery, ,f not to be planted within w Ilidcole Blue. English Lavender four hours. 73 KC E: I't1RUS CALCYN01DE5 "Fk+tRAL.D CAIiPLt" 1 (Jul. 3' O.C. When appreximotely "2/3 full, water thoroughiy, then allow water to soak away. Place remaining hnckfdl and dish surfoce ■ Q AXI, around plant to hold water. Final grade should keep root ball slightly above surrounding grade, not to exceed I Inch "' € l inerold Carpel Bramble Nurse•y stock shall be healthy, well branched and rooted, formed true to variety and species, full foliaged, free of disease, Water ugoin until no more water is absorbed. Initial watering by irrigation sys v tern Is not alloy+ed. injury. defects, insects, weeds, and weed roots. Trees shall have straight trunks, syrnmetr,cal tips, and have an intact < d n SHRUBS #� single 'ender. All Plants. True to nome, with one of each bundle or lot togged with the common and botanical name and • 110 BMW Itl1Xt1S MICROPHYLLA "WINTER GLM" 2 gal. 3' o.c. / size of the plants In accordance with standards of p,actice, of the American Association of Nurserymen, and sholl conform STAKING OF TREES: Stake to guy all Trees Stokes shall be 2" X ?." (nom ) quality tree stakes with paint. They shall be Winter Gen, t_ittleleof Boxwood �_� � of Douglas Fir, clear, and staid Stoke to be minimum 2 3 the height of the tree, not to exceed 8'-0". Drive stake 18 CP I:OIONEASTER PARNEYI 5 sol. fi' o.c. to the jlslf3slla(diied Plant Nomi►.5, 1942 Edition. g Y' / y � � firmly 1'•-6" below the planting hole. Tree ties for deciduous Trees shall be "Chainlock" (o•' better). For Evergreen trees I arnR Cotoneaster Y /\\ ` �•l'r Container grown stock: Small container-grown plants, furnished In removable containers, shall be well rooted to ensure use "Gro-Stroit" lree Ties (or a reinforced rubber hose and guy wires) with guy wires of a minimum 2 strand twisted 12 2'I CS :ORNUS SERICEA 5 got. 5' 0.C. Q' healthy growth. Grow container plants in containers a minimum of one year prior to delivery, with roots filling container go. wire. !ledosier Dogwood -� / �ti r 6 IAC 1t1UNYMUS ALAIA "COMPACIA" 5 soil. 'i' o.c. �} J(/ ©'� / but not root bound Rare root stock Roots well•-branched and fibrous Boiled and burlapped (B&H) t3aN shall be o! V ` "_„ �; �` natural size to ensure healthy growth Boll shall be firm and the burlap sound No loose or made boll will be acceptable MULCHING OF PLANTINGS: Mulch planting areas with dork, well-rotted fir or hemlock bark (medium grind) (or as approved) Ilworh-Winged fuonymus �2 .' �+ yM �� 0 to a depth of 2 inches in ground cover areas and 2 1,72 Inches In shrub beds Apply evenly, not higher than grade of 12 LPV I URYOPS PEC11NAIUS "VIRIDIS" 2 yol. 3' o.c. � �,,�� ,� S plant as it carne from the nursery, and rake to a smooth finish Water thoroughly, lien hose down planting area with � 'T.. y I myops Daisy (JU :�:,' fine sproy to wotih leaves of plants 4 JV5 4JNIPFRU5 VIRGINIANA "SKYROCKET" 6-1' As shown ' O cU Skyrocket Juniper ~'� i% ,r°° c;, dj �J�, �-�_ FINE LAWN AND WATER QUALITY AREAS: After areas have been prepared as described under sod preparation, floot or drag J (k 17 NUG WANDINA U0ML511CA "GULF STRCAM" 2 gal. 3' o.c. /""•"'^•--- r�� '' "` ` ` NO lawn and water quality areas to required grades. In fine lawn area apply Commercial Fertilizer Mix "B" at 4.5 Ibs. per O ;ulf Stream Nondina . �� /'' <�ir+/ 'L ° - _ �` - 1,000 square Feet and rake into soil surface- DO NQT apply ferldier to Wottr Quohty Swale. Fstobhsh an even, Pint 79 PC 1'Hti'SOCARPl15 CAPI'lAlUS 5 gal. 5' o.c. ', �\ -�+ , �i1f�j4 �j-����, ��_ textured seed bed meeting grades, surfaces and texture. Sow seed with a mechanical spreader at the uniform rates as O U y Western Ninebork i I 40 PLO 11RUNUS I.AUR. "UTTO LUYKEN" 18" 4' o.c. ` \' 0""""""� A,QVNZREMODE� Lr noted relow. Rake seed lightly to provide cover. � Mir into Luyken Lourel / �r SEED: bluetog grins seed conforming to applicable State laws. No noxious weed seeds. Submit Guaranteed analysis. 4 RGW QHOOOOFNDRON "GAMER WAILHCR" 18" 5' o.c. isomer Waterer Rhododendron / ' rRUCr N Fine Lawn Seed Mix: "Champion" seed mix (as supplied by Seed Research of Oregon -- or as approved) Sow at 5 lbs. 11 RU ttHUDOUk:NDRON "uNllaul" 18- .''t" a.c. \ 2-EXIST. FTR TREES— EXIE'T. "' ry Per 1,000 sift. 2-BMW fl LAWN tN • Water Quaffty Seed Mix: To contain 2014 Creeping Red Fescue, 70% Perennial Ryegross, and tO% Highland Colonial Sentgrass Seed must be crap Unique Rhododendron / 1'0 REMAIN LANDSCA ING- 1' S G ;PIRAEA X HUM. "GOl.UMOUND" 2 ill. 3' o.c, `\ (1" $ 12" cal.) 6-NDG TO REMwATN ;� /%rI. j B g \ • ; nail wend free, Seed at 5 Ibs, / i3OQU sy ft -� r , Goldmaund Spiren /�/ - %r-"12-LSM W / `J 13 SO SPIRAEA DOIIGLASII 3 gal. 4' ac. MAINTENANCE• ry d �/ -' Fine Lawn Areae: The fawn areas sholl be maintained by watering, mowing, reseeding, and weeding for a minimum of 60 ~ Oauglos Spiiaeo i TREE PROTECTION / � W TREES FENCE, SEE NOTES �, days after seeding. After 30 days apply Commercial Ftrtdizer Mix "C" at 4 lbs. per 1,OQ0 sq. ft. Maw and keep at 1 Ul „„ "I �, r., " ��'' ,,, �'• i/z to 2" ,r height. Remove clippings and dispose of off site 40 �rl 5 AR ALNUS RUBRA 2" cul As shown \ Red Aldir �;'•:.;, '• . "• Water Quality Areae: Areas shall be maintained by watering, reseeding, and weeding for o minimum 60 days f�fter seeding �'' �;,� ��� L, WN Water quality Swale is to be kept free of debris and maintained to insure water flow 4 ARB At:FR Rl1BRl1M "f.IOWHALI" 2" col As shown " � EXIST. LAWN % /' 7-RU ' 1 :AUU %` 6-AUIJ "d 17 Bowholl Red Maple r,� RE-SEED AREAS J-SijG- % / 7 . •�• / Protect tail maintain work described in these specifications against all defects of malenalq r7nd workmonsh,p, through final 3 ARO ACER RUBRUM "OCTOBER GLORY" 2" col As shown �/� \���` \ \ y DISTURBED BY October Glory Maple '\�f � i ,CONTRUGTION / "+ acceptance Replace plants not in normal healthy condition at the end of this period. Water, weed, cultivate, mulch, I CLE Ct1PRF550CY1'. 1EYlAND11 "f.MLRALD ISLE" 6-7' 1 ,hown \ / +, �: ;f "; 1-PSA '�a �� i`LAC reset plants to proper grade or upright position, remove dead wood and do necessary standard maintenance operations -� .� Irrigate when necessary to avoid drying out of plant materials, and to promote healthy growth. f:merald Isle Leyiond Cypress / �}' 2 FOR FRAXINUS OXYCARPA "fiAYWU(JD" 2" cal As shown \ 16-BMW \ _ " 1-•s13ci --- CLEAN-UP: At completion of each division of work a(( extra material, supplies, equipment, etc , shalt be removed from \ 1, 2-f ,A Haywood Ash I-EXIST. MAPLE -i \• I \ b-rSBG-\\ ( . r 6 PCC PYRUS CALLFRYANA "CHANTICLEER" 2" cal. As shown \ �/ PROPERTY LINE the site All wcdks, poving, or other surfaces shall be swept clean, mulch areas shoo hove debris removed and any sod TREES TC? REMAIN ` ,. ' r'hanhcleer Flowering Pear \ i . -14-BMW 10--AUL) cleared from surface All areas of the prule_t shah be kept clean, orderly and complete 4 PM PSCUDOTSUGA MENZIESII G-7' As shown (2 Gal. PLANTED 'f,. I>auglas Fir WITHIN PAST + �' '' `\ / /`• \ 4-RGW 9 ;Cil�- 4 PSA PRUNlJS SCRRtJL/,lA 'AMNNUGAWA' 2' cal As shown 1G-AUU: 1 CLL THREE MONTHS TO Arnanogawo Ch,-rry MITIGATE + \ P f ,L41WN - _PM 4 1"1'( IHl1JA I'I..ICAIA FASTIGIATA' G-7' As shows, REMOVAL OF FIR 7-NDG (-loyan Cedar TREES.) �X 1 Conilruc tc r is to verify all plant gijontitleS. \' L v, I 2 Adjust plantings in the field as necessary Notify Landscape -• .59-RCL F- 1 p g �•' Cl�l GYM ,451 � !/1 TOP Wil [SARK T'0 BE AT , Architect of any changes in layout -PCC i" :3 Project i to be irrigated with an automatic, underground irrigation CROWN OF fZ00TE3Al_L p /—HOSE: REINFORCED 11 � F ,,` 2-PM A�JAGENr Rt.ILT[�E:1� OR GRA- U) �^•y sy'stern. EXIST. �'� 4-JVS ., ` tl.-(1:-t GG ZONE ` a �+ LANDSCAPING �,- /r 0 () STRAIGHT' TREE TIES k _STING CfIUN N41�•'__ _ _._. "� ': . t_.. W r� TO REMAIN l" MOUND FOR W c 1 Cxisting Tree iS to be protected by a temporary b high construction ,� I , I I U_ WATER FiA51N -GUY WINE #10 GA. fence pl iced us shown on the plan There: is to be no equipment. ,,J ! f Chi ii 1-LAC ♦ 1 I� 2'x 2" DOUG FIR , DOL. STRAND, TWISTED, V or motel Iol is storage, or disturbance of c)ny kind within the fenced J1. \ "! 2-TPF STAKES. 3 STAKES �• GALVANIZED 4 w i .94 _X1: T. 1. Anysoil compacted within the dripline of the Tree shall be aerated �'� A SCAPING- M o A n K r `�, 4-Nf.)G \ L�1h�N EQUALLY SPACED "� a Y P s' N ♦• c AROUND TREE , -2 11/2" BARK MUI_rFl t)y occe�,trlble arboric_ulturol methods for the tree core. r TO REMAIN �%" 2-L'AC 0 11 NMW k -'- 3-CP control as needed ti` 3-RU- ° _ _ d " `J Z �. 3 After co!islrucl.ion provide insect (end disease `/" _ ^ rn with more than 2' - •..�.,� 2-FOR r �� - \ FINISH GRADE U w •..� provide irrigation and do not cover root sy�le ...r" -/1'3 REMOVE. PURLAE' i --DA('KFIIL SOII. MIXTUREorf addrt onc;I Soil 12 EPV - �� f� -11 I _I, WITH FERTILIZER _•-•—•._. `•- --I� �.. . .. -_._.--2-Tf r 1 i i._.-1 ( F 1 T-_.I .r� in W E. _15T, 8 F.F G - - -;A' f3 ARK _---EXISTING SUBGR,ADE a AE2iC7f�IG ' ( i 2 to 2 112 ROO fBALf_ 3 C) L-H B- 3-ARO - ~ •• I " �' EY;iS LA,.•IN oar am "'" LVEF)CRLLN FI"EL S TAKINCI L7�._TAII_ � 0 0. v R:�...... _ NUI 10 SCALE. W a C) _>_,s...�..v._. _ .��._.._•---♦..wed �.�.�.•�, �,�� ..�.�..��.....� ••�-�-� --- a (Y- 19•-BMW �' a -- R.O,W. n �M _ 36-RCC REVISIONS N Z I E_7 I ONE WA-T-) _ _ ___ -- w U a . �� I l..✓ l..-, r N - - 3 4/II/03 Plans Review TREE flk5 Wuolj fit 30--o', w (UR A5 APPROVED) P° „ X I X /-Z" X L" U.F. STAKES a x 'I /-CROWN OF ROOTRALL TO [3L f ' R c I _______.__ y TREE REMOVAL_ MITIGATION_GALCLLATIONS: = I A ( _c- -_ rN o0 2" ABOVE FINISHED GRADE w u) I I(JfAL LX.�IIIN _a IfZL.L., OVf_h 12" GAL — - 213 --2" MOUND FOR WATER BASIN W - - - f SET GATE 3/6/03 " " -� � FINISH GRADE , — 2 1/2" SARK MULCH ri `o ,�ra, k)IAl I XI..,IING 11?1 L., f0 RF RCMOVt'I) UVf=:R 12 CAL. - to -� - - G I'I::RCLN I-AGI. 01 LXI`._i PING TREES TO REMAIN = 79:x, _- 1) I I �' -- - _.I . .� �, /� - - �_ _ � FILE c) ( _ - - — �� _ _ i ) .� JOB 213`150 .2 1/2" BARK MULCH /�\ F INI5I I GRADE J_) LJU MITIGATION REQUIRED FOR EXISTING fRL_L RLhlUV/',L � I BACKFILL SOIL MIXTURE - DWN JMT GHK JLO WI11-I F�CRTILI7CR x _ -_ >, i T�• + BACKFILL `.>OIL. MIX IURE !- E, MW C) c ------ J 1111i WITH FkR1Tt.ILCI� 2. to 2 1/2 X ROOIBALL ` EXISTING 5UE3GflADL v.. 2 X 120UTC•IALL `-'EXISTING 5lJL1GRADL G.X DLCI')000S 1 RLL PF_.AN FIND D L T A I L Q -- Mckenzie Sir 9835 I f�U L3 I'L_A N f I N C� DETAIL NOT TO SCALE SIT20u3-00006 L1001 6 of I L U I _..__.-_.�—.--•X-----�:,....=fir ._:=:2�_.___I J NOT TO ciGALE PERMITE OF SHEETS n�ui ,.4 • r.)a I:\F --Pr-ojecis\PI_ANI ING\AMAA\S1Anthony\ . .,... . ...,..._. .. :_.., �.. :,.., �r»` +, . - x, �;. �„�y�„pc,wr�wluq}the+ItMlle►1... �r NOTICE: IF THE PRINT OR TYPE ON ANY rll�ll !JII �J111 IIIIIIIJIIIII I II � IIIII1111111 IIIIIII 111 !111 IIII111 VIII ! IIII111' ! 1 !iIII IIIIII! IIIJI 1111lIIlIIIlI111 i1i�i11(1111 1' Illflll 1111111 IIII111 1111111 III � 111 11111 I •'`" l a a�) X004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I II 11I I 2I 13 II 4I �I 6I I II L I II ( I101 I ITIS DUE TO THE QUALITY OF THE No 38 �"�•�'�'5...�•• ------ - ---- ORIGINAL DOCUMENT E 18iG 8>G LZ 8ti 9)Z 1bti EZ 7, 1 IZ U7, 6T 13I LT - 9T 9T _ 6t 8T - $T 6--- I 6 Tf-- L_- L8 — 9 fi Z T�iy,ow III►II ►III,VIII, ► ► 1 ►1�►111111�1�11111111111Itill�111111►I���I�I11►II�I�11 I �I i 11 � I I IA 1 I I►I 11111! I�III III►►�IIIIi1111�111111111�II I Illl�l!!I Illy 1l11IIII�1!!I 1111 11 1111 IIIIIIII�Lul�l1:� u I II TT I ll►Il�►IlI�Il1.�Lllllllllllllltllll.�llllllll�l.�1�.1�111111i111111-� � I , �� ll�llllUlu���1 tl�'�I I . . . . r ••: .• : : : : . : I ' ,r1 0 S OISAN11 ��'•1 ... •b• ••• V y V V ! e . . ZONING • • • � - - - 1949 Y • .•. . . . I - - - ----SUJ JOHNSON 5TEET - - - - - -- - - - - - CODE ANALYSIS OF A —0-0-0-0-0—o-0-0-0-0-- - -----0 O---O O—O O---O _O p p.___O_�O______O ZONING CODE CITY OF TIGARQ - DEVELOPMENT CODES 2001 I PRGMRTY LINE .,. .,p �`__ - - I )1�()- QTR, SCALE MAP XX I f `fie(~O Oma` -'- -�'�' w• �+�► DEVELOPMENTAL 1QI Z�IE AREA NOTES � STANDARDS 18.510 LOT 1 R-12 290,778,26 SF MIN. LOT SIZE IS 20,000 SF PROJECT BUILDINGS LOCATION Ln LOT O A EXISTING .� r ` I SF-DU 6.78 ACRES $ IPARKING I I 0 LOT 2 R-12 21,780,6 SF PARKING WITH FUTURE MODULAR () N (NO WORK THIS LOT) O --� LOT 3 W N R-12 20,89T.8 SF' PARKING USAGE ONLY � EXISTING (NO WORK THIS LOT) 6-4 ~ EXIST. BASEBALL �� c�� � ELEMENTARY SCHOOL r I U FIELD �- \ '`�---- ---J l (� 333.456,6 SF TOTAL PROPERTIES AREA O a V USE CATEGORY SECTIO .tlSE AELFA RUILD1I4Si OL 0 Cid ��. _ '�1 LOT 1 o j14 -- — \�� TABLE SCHOOLS COND. USE 11,617 SF MIDDLE SCHOOL ADONAcREMODEI d 18.510.1 CLASSROOMS & LIBRARY (REMODEL PORTION) Q _ I 3 SCHOOLS COND, USE 11,749 SF NEW GYMNASIUM - g OFFICE, LOBBY & LOCKERS �-+ , (NEW CONSTRUCTION) LOTt- O O �p, I RELIGIOUS COND. USE 14,439 SF EXISTING CHURCH �� M �•�� J 2� -,0• ~ SANCTUARY & OFFICES U a - J ETB,gCK (NOT PAR', OF PROJECT) O ; \ / SCHOOLS COND. USE 13.962 SF EXIST, ELEM. SCHOOL •. / -� _ I U CLASSROOMS & ADMIN. Z Ln ►• `• \ . � I �_ (NOT PART OF PROJECT! V/ En LL 11 15T, SCHOOLS GOND. USE 2,680 SF LXIST, Et FM. CLA55RQ MS _ 1 }• / / •r ` � I �► `� i r 1 (NOT PART OF PROJECT) .L / �. •• EXI$`C: JMAY _ SCHOOLS COND. USE 981 SF EXIST- MODULAR 1 t (NOT PART OF PROJECT) �. .. J tt - - _ /�N SCHOOLS GOND. USE 1808 SF NOT PART OF PROJECT) T^ � ALJ � V 1 SCHOOLS COND, USE 1810 SF MODULAR Nj ei^ t� Z O NOT PART OF PROJECT) �I qq STORAGE ALLOWED 1,826 SF S L 1 -' 4 - - •• ••• T. VINCENT de PA 1 DISTRIBUTION CENTER -�--� O O .�' � • �h -_` TO BE DEMOLISHED • i+ -ice ; 61.683 SF C DOES NpT INC UDE I - ,r�. _ - .`. .•. .•. _ Q COVE GE �VERp AREA PAUADG. FiEu _ •• � VIry`ENT de '. ?0�_0. ••• :: _ .•' _ .:� .• '• o , AL IM RVIOUS SURFACES SET - _ - - 92 038 SF TOT p� (DOES NOT INCLUDE BUILDINGS) BAC,` _ _ .' I LOT 2 STORAGE ALLOWED AREA NOT FUTURE ST. VINCENT da PAUL DETERMINED DISTRIBUTION CENTER I ••, , . . , - •••• ••• - _ •?�',7• / (NOT PART OF PROJECT) -• ' - - - C)_ Cim.s;-t 000000 SF TOTAL IMPERVlOVS SURFACE', w ' `h PIKrPE LINE (DOES NOT INCLUDE BUILDINGS) V _ J LOT 3 �• •' •• ,,�', ••••• - •• "- ••• •••� PARKING LOT AVOWED IT . . . _ •• V 1 EXIST OFFICES � - :•s ` - _ _ - �n `. • ' ••` 000000 SF TOTAL IMPERVIOUS SURFACES CHURCH i, • DEVELOPMENT 'i•, .,.• _ STANDARDS STANDARD PSGE= �lQffrS . .•••. TABLE MAX. BUILDING HEIGHT: 35 FT. 27'-8• FT, GYMNASIUM 1 • . .' I �' - x, •.� ADJACENT 18,51 1.2 MIDDLE SCHOOL I CG ZONE TABLE GYMNASIUM , '; r •' � 18.510.2 MIN, BUILDING SETBACKS � 4� FRONT SETBACK 15 FT, 19 FT. 20 FT, REQUIRED O •�, + u *F' SW Mckenzie r . 4 ,;,� ,� �:4 _ � •Y. � ( e St.) PER 18.330.050 J. • •+ SIDE SETBACK U ::, :;:;::,lo': ;�+fl,.!M'1i7C}:'•4w:M. _ I 1�' •• '1 (SW r 20 FT, 20 FT. REQUIRED 8 - Grant Ave.) PER 18.330,050 'inl i.i•i :'.Qi :•.t r SI d I' A' E JE SETBACK S K :�:��:�:'•: 1 FT. FT R Q 0 1 20 N f- ,�:;�:�:�>�ii:'��'�: �r�t•,'•'i 8 FT REQUIRED lu Y A (Abutting CG P 1 PER 18.330.050 5 R ) 00 ( 9 E •. e A rD T c I i, :;: .". REAR SETBACK 10 FT. 18 FT, 20 FT, REQUIRED i:Ia 1 SW Johnson f o S. PER 1 I 8,330 050 ` ' �,• 1'.,• t 1 r- 0 O I I f w• - d MAX BUILDING MAX,, LD G SETBACKS NONE NONE 0 E Kr MLTEL • ,J. •IqJ n4' MAX. BLDG. COVERAGE MAX, 8071 21 X OF 61,683 SF v.A SITE AREA 290,778.26 SF IIIIII ��// -7' MAX, LOT COVERAGE MAX, BOX 53X OF 61 683SF + 92,038SF « RO1W. ,5 W �C<E N Z I E &T FRE E T It ONE WAY) SITE AREA 90,779,26 SF f A — r ' �R MIN, LANDSCAPED AREA: 15X OF 47X OF _137,057 SF ISITE AREA SITE AREA 290,778.28 SF I Q — I I LANDSCAPE ABUTTING 15 FT, O D-2 15 Fr. O D-2 O J CG ZONE BUFFER YARD BUFFER YARD PEDESTRIAN REQMT'S, I I k Z LOT "2 _ ' CHAPTER REQUIRED PARKING; FIXED SEATING I PARKIN Cx I I 18'765 1 SEAT/18r X 987 LF ri k VEHICLE: 658 SEATS x � I I LOT 1: 140 SPACES WZQUT FIXED SEATING oI LOT 2: 59 SPACES 630 SF O 1 SEAT/7 SF REVISIONS 90 SEATS �� —«--«--«--x---x—«—« x LOT 3; + 49 SPACES 748 SEATS _ I 249 SPACES 249 SPACES 3 SEATS/SPACE — E CAMPU5 4 ZONING 51 TE FLAN 4/11/03 PLANS CK, I A1,01 I" a 40'-ra' BICYCLES: 16 SPACES 36 SPACES 8 SPACES/CLASSRM, x ������� � Q LOADING; NOT REQUIRED 1 SPACE ARCVECE a> GENERAL NOTES LEGEND E r. I�'' —] NEW CONCRETE ADJUSTMENTS, A. 18 FT, SIDE YARD SETBACK, in O DEDICATION O SIGN - 'ONE WAY - ENTER' I. SEE SHEET AI.03 FOR ARCHITECTURAL SITE PLAN SET DATE 3/5/03 o 2. TRASH/RECYCLE ENCLOSURE CALCS. g, 18 BICYCLE PARKING SPACES, - r.I � NEW BUILDING FILE NEW ADA COMPLIANT PARKING SPACE - C(0) SIGN - 'ONE WAY - DO NOT ENTER'. BLDGS, SERVED C. PARKING IN R.O.W. ON SW McKENZIE TO REMAIN FOR PHASE 1A CONST. — JOB 2112-15.2 EE IIIA1.015. ��] NEW LANDSCAPE PARKING IN R.O.W. TO BE REMOVED, STPEET TREES TO BE PLANTED, & ADDITIONAL O L' MIDDLE SCHOOL 11,620 OF 45,120 OF PARKING AS NEC, TO BE PROVIDED IN PHASE 1B CONST. DLLN AREA OF ADJUSTMENT, O PAINTED ASPHALT SIGNAGE, GYMNASIUM 11,150 OF • 4 SPIIAPM SF ';� NEW ASPHALT ro CHURCH 10,100 OF 180 SF ROD. _ IF PHASE 1B CONST, IS NOT UNDERTAKEN DURING CONDITIONAL USE PERIOD, THEN N� OFFICES 6050 OF EXIST. CONC, OR ASPHALT PARKING IN R.O.W. TO BE REMOVED, STREET TREES TO BE PLANTED, & PARKING Srm x ® tRANBFO}Q!'1ER ® REVISED VEHICLE CIRCULATION PATH FOR t0 REMAIN AS NEC. TO BE PROVIDED, Q ELEMENTARY 6CHOOL. VEHICLES t0 BE DIRECTED MODULAR CLABSRMS, • 3:620 8F ?IbbT SF PROVIDED BY '10NI TORS, NO STRIPING PROPOSED EXCEPT 45,120 SP G I THEREFORE, OK. x PER KEY NOTE NO6. 6 4 '1. A1801 aroi Mckenzie Str 8935 SIT2003-00006 rl ' PERMIT SET G)F 5Pr=ET5 M:\S-Z\St.Anthony\21 1275\cd\ NOTICE: IF THE PRINT OR TYPE ON ANY 1 1 11 1 1 1 1 1 1 1 1 11 1I1 1 1 1 1 1 1 11111111111111111 I Itll 1 1 111111111111 11 1 1 I 1 I 11111 III III IIIIII I I I I I 1 1 1 I IIII II1 11 II 1 ! I I I I ' UU4 IMAGE IS NOT AS CLEAR AS THIS NOTICE. II 1 I I 4 I I I L l - l ___1- ____ --- _L_____ _ _l-____ ____ L_____ - 6L_ __.___... ._7�-.___ g 9 1� 11 ► 1 � IT IS DUE TO THE QUALITY OF THE N036 ORIGINAL DOCUMENT E 8Z 8L L�Z 9Z 9Z fi1Z E�7 Z IZ UZ et 81 it 8t 4i 6t St Lt tL-6t,� � �I I ffl ]I IIIIIIIiI 111111I1�1i llllli�lllll►IIIIIIIIIIII I�III�I�III�IIII l► III►Jllil�lllll I l IIllW.UIll I.lWlll �l l I� I III VIII -''•-R,,,•n:.�stn'n•r•,- -v.au�..,eneulw.,nwwm•.wn ::aamkrr�. ..v.w-Y.wrr.-rirtrr•.n^.nnn:r:t:ttrnKm.nasm�.:a:,.uk,nae,.-`taan+„mnevnr•,n..w•.mm,mn.nw.,w,ww�.nnr.-:rtrm,.r.,,.nm,n.rwn.a,nw...�r•cu ( r•r.,. ..':... wuurruv..nu«-• •-.unwm„w. r r. -rr:+r..++m:mm�rwrmnnna�«ri�w+ar..m.srw...��«..«»wnnv __.. .r...- ; QISAN'� .........�.�...�.....___..._._«...�.�._......�.._.�.r.�.�.....r._.........w....-..__..�.......r_�....r.._.....r_r__...�.._._.......�r.....�...__..._..._......�...__......_._.r_._.�._.�......._._. �:�l.�_J ,,J � �� �._.,.�1�1 �;���.1�.n��1� �::YTFREE ' R ON , •-_��•--�' _ ����» rnmmew.mr.rm.nmtnt• �a.s�Wmtnaan,ttntatw•mnmmn,rmgniw.mm�mntnrwmnnnnunmmn,emneenrwmnn•,mnmmu,nmmnfsmtttmtuttttttttttpptttwnttmmntmrmrnmnva,=m*mm�.�,e•.. ,-auwn,>•a.M� CI/) 1949 -•� `� - _ .....««»... �' -....._.�..........'�.....«._.._. /1. ........\,J •C7...,.,._...._....�r....».»_...,._._`- «......«.......««..C�....-..........r..r...� �� .........i`�.»....._...-......�.-� ..,,,._.«.. �' rmmnmmmnv.mm,mrrrRn�uxn a,uw..r`sm ...r-"• ... �+i�t� ��/1 • '^-•`"`"-.rf1M...«._... _'_' _.. ---_- ....... ._.._ -.�:. _._ lO.....«..« . �, _»r«IC...«.....r« �, ,, ,r» `IE.Ma+.___ _ _.. �..���w .�...a. ......rr.r.�r ` 2 i , 1. `".'«-.. ~ �•-...._,.- J ,, s, t r. I ST - -- - j CO'd1NT t r• 1,4 CA j �3 � � _''` � I T I •` `" y I ✓ r'' ��,, MI�1T ABY_ `J '- _.-•-- \ s' \ `'• (wl ISG' k..'+�', �' tq ' st CI (� t} r KE 1'NOTE �,.J d DEMO EXIST, LANDSCAPING OR CONCRETE FOR NEW VEP. -1t � � --. ~ /� I *• '--..�,,�w� I ENTRY, 1_j RELOCATE EX197, TENT A9 NEC, TO ACCOMMODATE NEW E X- I$I . �• � c7-2�,„�`" M�A SIDEWALK COORDINATE W/ OWNER REMOVE ALL WALKWA S, LANDSCAPING, SITE ,' ,> �� �" ~" J " _••�.• +�" FURNISHING'S, PAVING SIGNAGE IN THIS AREA. FIELD -. �-�.„„ `.•_ "..~ /'� / (� b •' �- "_ r- - ..._~ }� VERIFY ITEMS TO BE REMOVED WITH OWNER /.. •.f"�.. � % % '�`�-�,�,'�-�.~"_••"-.,,.._,_�` ��/ � ,,�, `/ ,`, I �\\ ��, �•w � � .,.�„"•w... I" .1' 4 DEMOLISH EXIST, BUILDING � 0 � /' DEMO, EXIST. ASPHALT �+ O DEMO, EXIST. FENCE ""'eta.«.,,. ' ' + �'� /"^ 1 `4 REMOVE EXISTING LANDSCAPING 4 GRADE TO BELOW 'J <� ADJACENT ASPHALT --� I � \� �-"' '� �•� � � ,/ � \� O,y ./j�"`�r,� i •-._�.,,,~"`---'••--• _ ._." AIN 'tom CET M I --•- o; .��� ,�'• EXI°�TINC�c � •`.�' •,�'.1�,,� �, . ..,. "�.. "`"''" w..,,,:... / '" U EXIST. FEN 'O RE EXIST. FENCE 70 REMAIN REMOVE EXIST, SIG1-1T OBSCUFQRING PLASTIC SLATS 4 REPLACE W1 NEW TO /' �,�' / "'ISI► _ -,�'.,•-~ .`"~ ~ " MATCH OR ENTIRE ENGTW \� \ * — _ Y F TI ! \ _'__ /� `"`~"- EXIFB�HICLE CIRCULATION PATH FOR ELEMENTARY U Jr -7 _j E:XX LEGEND AREA TO BE DEMO. - SEE ADJACENT KEYNOTE 41 /// \ i ( •�("'�, ..N,nw_,�..+...��. .1( �.r „._r..�r µ- _�__r�r'•.- .�( .w�i�rkrr_.�..-.�.�... r�...._ OKEYNOTE � ••►�---� EXIST FENCE. CHURCH 4 OFFICE° \. \\ <�i1r CL EL1 J' uj 1 J I' \ \ LU EXIST. t. Ir i Q GARACa!: >� 9�; •{�. {. s` I 3 �Y�.Ir �IIYIW 4 .r .r. r- rrr. LIMIT OF ONST CTION '�` .. _._____� .....Jr..r....... 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IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 IS DUE TO THE (�UAI_ITY OF THE No 36 ORIGINAL DOCUMENT it 8� gg L g� StZ ��, g1G Lz IZ UZ 6 13 [ GT 9i Ql 61 8I El it 1 8 g L 18 Floisz, 11� 0 n� ( l ,II IIjIIIIIIIII IIII► I►1.1111 III IIIIIIII � IIII p i i 4 •• . +• _X 15 , AS IsaN��'' 0 ULA oyj R ON �� � • i 1948 12 -___ •'.••,'• •'.• � ,O exi C`y. {{/^i,��..,, J r �•. i N e�RKT. INGco � _ tl f W /Mir OltC � r r \ y �� 1 �, o Cr/ON 12 �{ 3�0. v. Q wW W L' �V . L p / 1" IDDLE SCHOOL W w W w W y O ` ) / W w y 12' y y CJD D 'N./ EMOD E L 3 w W •r � vii / 5 . --� y w W r O u 12 W W W W IT y 12 W W W W 1 •1 k 1 y _ } t w w W y w W W w W \ + w 1 \ ` r \ J( w w V W 41 `V W w W (O� W • '3 `V +V � }' W w 12 W W W 1 W W W W N,W W w W W W W W w J, ,y y ' ' 1 w W w W W 12 W w w W w W w w � � ` W W W W W W W ` � ` —JAL I W W W •� � � Z o 0 � a'm 12 R�' ,•: ' y• � W �'� Ul 6 ' TYP. 1 3 , W Ir ` EX15T1 W W y . . NEL GYMNA51UM y y �w r / CHURCH � � w W w W ��` .►. y w w w v Fr- 12 ,�. 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SEE 07 FOR SITE UTILITIES OUTSIDE THE LIMIT OF BUILDING CORNER, TO BE USED AS MONUMENT FOR CONSTRUCTION, �� GYMNASIUM DIMENSIONS, 1P) TRASH/RECYCLINC+ ENCLOSURE. O (� SIGN - ONE WAY - DO NOT ENTER, NEW ASPHALT OR CONCRETE PAVING, 2, SEE Liml FOR TREE PROTECTION. r°x O 11 PASSENGER LOAD ZONE ® TRANtWORMER L SET DATE 3/5/03 ONEW LANDSCAPING - SEE LANDSCAPE PLANS !2 EX18Ti!�s CONCRETE WALKWAY 21 NOT USED, LEGEND PILE 41,03 NEW ASPHALT PAVING O O �-;� JOE3 211,111-15.2 00A O 13 EXISTIN3 STAIR 22 NEW UNIT MASONRY RETAINING WALL - DESIGN-BUILD L.:._L'i� NEW CONCRETE DtUN N NEW CONCRETE WaLKWAY, NEW ADA COMPLIANT PARKING SPACE O GAS A !=-LEC, METERS, 3 DETECTABLE WARNING - DIAMOND PATTERN CREATED Nx O SEE 13/401WITH EXPANDED METAL GRADE, TYP. NEW EXTERIOR CONCRETE PAVING, l�j SIGN - 'ONE WAY - ENTER'. 49� a --�_.� ..� � �.��, ^\� 3 O PAINTED ASPHALT SIGNAGE. NEW LANDSCAPE a; NEW CONCRETE RETAINING WALL - SEE SECTION 12/6102 - � U i' WEEP HOLES ABOVE GROUND LEVEL • 3 Ft, Off. 16 NOT USI_D. Mckenzie Str 9835 01 - �- �.�����.�--�`^- ^�`_�_� _/`�- NEW ASPHALT ;�;;;� S I T2UU:1-00006 o z' A1003 4)"4 (�) NEW CONCRETE DRIVEWAY APRON - SEE CIVIL DI EXIBTINc's CONCRETE DRIVEWAY APRON " ' 12 EXIST. CONC, OR ASMWALT DRAWINGS. � t0 REMAIN aXPERMIT SET S�aEFTS M;\S--Z\St,Anthony\21 1215\cd\ NOTICE: IF THE PRINT OR TYPE ON ANY 1-1-1-I-I II �+ II ( 11II I111II IVI 004IMAGE IS NOT AS CLEAR AS THIS NOTICE, 61 lO ITIS _ o 39 - '""'-" t '4,UE TO THE QUALITY OF THE N 6. �;; , ORIGINAL DOCUMENT 01t✓ 8 Z 8 Z LI1Z sig 91Z >bJJti E Z �Z i fti O ti 8 i g i LFill 91 9 i 6 l E I Z i [ t i 8gL - gQf S �Z __ 1[v�un IIIII ! 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SINGLE-SCORE --r I @6 U iJyS U� r - -*L°- - - +E- - - �I•+•+ P.O. BUILDING J „� 14A • � • :/ I PLANTER 4,1 _ U ICA 4.-4 AM 00,07- 41111011 "47110 111011 011111 117/01101 SEND NINE rIDS I 5'-6' 1'-5' 114.0' - U !6) 1 1 TREADS • II' - - - - - - - - - - -- - - - - -- - - - - - - - -- - - _ Y POURED-IN-PLACE CONC C" -1 SLAB r- -- - - - - - - - - - - - - -I-1 V 1 O I RETAINING WALL _ - - - - - - - - - - - - - - - - - -- - - - _ _ _ - - L- -- - - - - - - - - - - - - - i I -}- /� �j /� NORTH ELEV. DIXON OPENING, WEST ELEV, --- i 4 S I �i I R SL FLAN TYP. OF l3) ' 4 O v/ I AI(d4 1/4' 1'-0" BENTONITE WATERPROOFING STEEL POST, TYP. - GYM t TRASH/ I , A. ALIGN IL/ TOP RECYCLING 13 OF WALL BELOW GRADE I 6 BOLLARD,--\ -- TYP. OLLARD, �jc , • " `, Vr 4C�y Im K ,Vv,$n, TRASH/ '" II' 12 SEE 6 _ '� `�JI1kJ[' CO T E'3" ' y " n ' 1'NO S RECYCLE © _ . - - ��/ ENCLOSURE / v .,A 1` 1 - N I Im ��, NAIIN, i Kiii+ ` '� g) r O REFERENCE POINT OF EXISTING MIDDLE SCHOOL .V V �!� v, i� 1 BUILDING CORNER. TO BE USED A6 MONUMENT FOR GYMNASIUM DIMENSIONS. PROTECTION PENCE - FOR EXISTING TREES w _ 3 1m r I-- - - - --- -- - - - - -- - - - -- -- _ _ - _ -- - - _ -- O NEW LANDSCAPING - SEE LANDSCAPE PLANS. W � ® Imo L_ __ _ - - - - - -- - -- -- - -- - - - - - - - - - - - -- ® NEW ASPHALT PAVING u SOUTH ELEV. r� ONEW CONCRETE WALKWAY, v, } ,1r v, J, � 5 STAIR 62 - SECTION , TRASH/RECYCL INCA ENCLOSURE 6 NEW EXTERIOR CONCRETE PAVING, ;,� '^ ? a1,04 1/4" 1'-0" AI.04 1/4" 2 1'-0' CIO NEW CONCRETE RETAINING WALL - SEE SECTION 12A, W J' J' v� I'♦ WEEP HOLES ABOVE G 5?UN! LEVEL Al 5 PT. Or... � �J� NEW CONCRETE DRIVEWAY APRON - SEE CIVIL u DRAWINGS. v/ v� v. of NEW BICYCLE RACK CLING ENCLOSURE - GATE LEAFS M IJ&T � � L v.• � y � IraB - ---—�--� . , ^` 1 �U �,.' 0 tRA81 M/REC" . ,� OPEN N00 � �Ir •,� J.• J• ,U f fdb p IL \I% � 1) PASSENGER LOAD ZONE loo 1 �i ,, `i' `V `I' `� i J �1• I? EXISTING CONCRETE WALKWAY REVISIONS 14, ,y (3 EXISTING STAIR � ImA - - - IfDB 14 ELECTRICAL A GAS METERS, ? ,r? 12►l5 61 1 -I 1 B 4/11/03 PLANS CK. ,� 15 NOT USED. t'9�= -- -. - --- 1(0 6' CUR15 STOP, R EXISTING CONCRETEI `y, ;1-, L@5 O �. " � DR VEU1,lY APRON _ T' 61 4 EXISTIN�s ASPHALT PAVING \ �Jr s ImA 116 `i'-6 5' d' Oi b' Oi 5' Or D' �' 15' O' S� Oi 15' O• d! -ad L@ �I L !�, , Z a� — — _ 0 X loj SIGN - 'ONE WAY ENTER' '�\ I mb i.@5 I@D I O SET DATE � 5 "03 � �� \ 0 �•�' \ \ � LOADING G "� "---on •--r'!--_p o_____ __.._..._._ '__ ___ -- � 1�5 � � �� '� `L - ' � ® t124NAFORMER PAD BHRLId@ MIN. 3 PT. GLR. FILE X11�;�4 I x S, yrv� rV vi Jr J' y y vi yr �' l , \ 17 ,er B LLA D BO LARD I@D I ?I LOADING ONLY SIGN SEE 5/ALO5. JOB 2112' .2 N^ \ / , \ Nv\. Z_ Z ��t, J J, 105 J, �L yr � � D LUN C I K 7 _ LEGEND `ri S'-0' S'-®' S'-0' S'-O' S'-®' S'-O' S'-®' S'-12�' t3'-O' 5'-?�' S'-O' 3�'-Q1' "� $5'-i9' `�— r--- —�— �, - yr Z�'-6' �I' _O —�s..- ax •.,;. Mckenzie Sti 9835 8111. Q E yr v/ NI/ vi v' vi v✓ yr v, v, �L�I V vi �V �V v ;Qr NEW CONC, ' I V U ./! S1T2003-00006 \ 10 of 12 I E N L A RCS E 1� SITE FLAN DETECTABLE WARNING - DIAMOND PATTERN A1004 CREATED WITH EXPANDED METAL. GRADE, TYP. A1.�4 vB' • I'-0' CL PERMIT SET O� o � _ - -. _ ..�._ BNEErB M:\S--1_\St.AnthL)ny\\21 1275\cd\ NOTICE: IFTHE PRINT OR TYPE ON ANY 111I� ltlll ' � III � IIIII � I� I � I111I � l � llll � lll I I ►111111 1111111 I� II111 IIIA I IIIIIII IIIIIII IIIIIII 11111 lI� ! 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I/2' RAP1UpI/4'/Ft, r W !HORIZONTAL D.G. i/2 RADIUS E E - u w O O 1-U CONIC, SIDEWALK ON Q AGGREGATE BASE Q D Z 4 MIN. CONIC. ITTA SEE �.•y;, .^' ' ' ;-+- SLAB W/ , / ImD ;•: :y '�L ---� - - _ - II _ j` LANDSCAPE a - r ___..l-�I PLAN � bxb W?.9xW2.9 WILF ^ 8 1 I :j _ !1 I r T HOOK INTO FTG. H 4' PAINTED EX18T. T ' a +`I ' STRIPES =1 I I= N 04 DOWEL 2'-b'x2'-6' W N // FLUSH _ ASPHALT CONCRETE i-1-, _ _ F-• to N 4,(N. CONC. ".. _I _ .III---, - --- - —� WALK _ =I I PAVING ON BASE _'I� I I I�"11 I`I� I=I� (2) M3 CONT r-•. ® Q I. I I i~-- AGGREGATE16.4 �� N > . u O r a NEW ADA � © C«d ® 30' x � U COMPCUPS FACE OF (1p� OUTSIDEGRADE - c� LIANT' , SIDEWALK VARIES AC ) E) 18tICURCi DIM % pp�� FGOWNOSl KUppLE SPE TOOLED EDGE I ' � 2' 6' SLOPE WALK GONG. CURB I 174.e �\ w 1/4'/FT, WITH �2' RADIUS _ 1/2' RADIUS E __ WHEELSTOP T.O. SLA15 Q _ V2' RADIUS O CONIC. SIDEWALK ON __ APPROX. FINISH GRADE BOND COAT ZL w g Q AGGREGATE BABE DETAIL NOT 4 F-4' :r ,t -- SEE PAVING E O r 4' Q (.` ..-- I. _i PLAN I '� y �•� O INTERNATIONAL ACCESSIBILITY SYMBOL - N \ / AT EACH SPACE. SEE 12/AI.05. `� 'r ',::� ' ' -- -- - U k — _. is O ACCESS151LE PARKING SIGN VAN. "' I _ JNDISTURBED SOIL ° ° . > • ,� SEE 2/A1.05. ® L -i - - — 1 ;•! a a III--I 11---( I • AGGREGATE BABE ° ° ° ° ° ° ° o ° ° ° •;; +• °_ 4 e Q REMOVE PAINT ON ASPHALT (DASHED). µ.. �. ,�' _�_-�._ • �---__:---. -:_-- .�_ _ ) I I_ NaTEi SLOPE WALK AWAY ! SECT I ON ® EXISTING STRIPE TO REMAIN. © Cupm -III'= I I"-") I I�i'�� �;�I 11;T7I D � co FROM BLDG. +i4'�Ft. 5 WHEEL STOP, �►IDeWAt.K �I I - IT O 81i +1�1L16 o TfRA5tI-4/fREGYC:L INCA 13 ADA PARKING 5FACE ISUR5 4 61DEWAL< EDGE DETAIL � l�J�-I� � I.. S�'©�' � Cl.��'� ri WALL SECTION � 1.05 1/a'•t'-m' 02DSIT24a 1.05 •1'-m' 02D51T06 1.05 NOT TO SCALE 02D51t25 1.05 54- . p_®• 02TRA505 ^ 0 C4 pp 31 31 •�, •• ---METAL SIGN U) - '�-- - FASTENED TO POST ISOLATION - Ip , 1'-m' JOINT �H :'::• ,, ', •:' - I UIHITE LETTERS 1 _ --'� WHITE LETTERS A SYMBOLS ON BLUE SYMBOLS ON BLUE BACKGROUND RESERVED BACKGROUND WEEP ,' •, !i; ;ti: LOADING (STATE OF OREGON) ONLY HOLE ADA CODE REQM'tS. '. t I' HIGH LETTER, W/ V) - SEE 14/BLfd2 FOR TYP. 3 STANDARD WORDING PER ;2 x 0• B LATERAL RETAINING WALL FOOTING F _ C - SEE RAMP DETAIL ,'�:';'• ; ,''i:;' ;'�: v LAN ACG SSI R SIGN rO REACH, ON SHEET CIVIL SHEET E BLE E '','• '�,'• '�',':',"��` '�'i: ' •�,'• •�,'`:•�,'• g� SIGN SPACE TO LEFT OF CI FOR SPOT ELEVATIONS o PAINTED GALV. • • � • � � � • • � � � • 3 I I A GE98IBLE A18LE ®IV2'0 'Mb IL ' ( IAYI a EtAL SIGN TL. 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